Pipe Rack Loading Data

CDP L 3009 E R0Date: Apr.30,2001

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CHIYODA DESIGN PRACTICEPIPERACK LOADING DATA

PREPARATION PROCEDURE Page: 1 of 26

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(CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATION SHALL BE DISCLOSED TO OTHERS OR REPRODUCED

IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF CHIYODA.

PIPERACK LOADING DATA PREPARATION PROCEDURE

　


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CONTENTS

Page

1. PURPOSE ........................................................................................................................................................4

2.BASIC PROCEDURE .........................................................................................................................................4

2.1 CONTENTS OF LOADING DATA IN EACH STEP...............................................................................................4

2.2 PREPARATION SCHEDULE OF LOADING DATA AT EACH STEP ..........................................................................5

2.3 REQUIRED UPSTREAM DATA FOR PREPARATION OF LOADING DATA ..................................................................5

3.ITEMS TO BE CONSIDERED IN BASIC PLANNING OF PIPE RACK ......................................................6

3.1 ECONOMICAL WIDTH, LONGITUDINAL SPAN AND STRUCTURAL SYSTEM ............................................................6

3.2 DIFFERENCE IN ELEVATION BETWEEN TRANSVERSE AND LONGITUDINAL DIRECTIONS ......................................8

3.3 STRUCTURAL MATERIAL (CONCRETE/STEEL) .................................................................................................9

3.4 PLANNING IN PIPING LAYOUT.....................................................................................................................9

3.5 HEADER SUPPORT AND MAINTENANCE STAGE FOR AIR COOLED HEAT EXCHANGES(AFC) ..............................10

3.6 VALVE OPERATING STAGE .........................................................................................................................11

3.7 INSERT PLATE .......................................................................................................................................11

3.8 PIPE SUPPORT .......................................................................................................................................11

3.9 ANCHOR FORCE .......................................................................................................................................12

3.10 SUPPORT FOR PIPING LOOP .....................................................................................................................12

4. PIPING LOAD CALCULATION PROCEDURE...............................................................................................12

4.1 VERTICAL LOAD .........................................................................................................................................13

4.2 ANCHOR AND GUIDE FORCE........................................................................................................................15

4.3 STAGE LOAD ..............................................................................................................................................16

4.4 OTHER LOADS.............................................................................................................................................17

5. PIPE RACK LOADING DATA FOR CIVIL DESIGN.................................................................................17

5.1 VERTICAL LOAD........................................................................................................................................17

5.2 GUIDE AND ANCHOR FORCE .........................................................................................................................21

5.3 FRICTION FORCE .......................................................................................................................................21

5.4 WIND AND SEISMIC LOADS .........................................................................................................................21

5.5 VIBRATING AND IMPACT LOAD ....................................................................................................................22

5.6 DESIGN ALLOWANCE IN PIPING LOAD .........................................................................................................22


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5.7 STAGE LOAD ..............................................................................................................................................22

5.8 CABLE AND CABLE RACK.............................................................................................................................22

5.9 AFC ..........................................................................................................................................................23

6 DRAWINGS FOR LOADING DATA ..............................................................................................................23

7 REVISION CONTROL AND FINAL LOADING DATA (DESIGN COMPLETION STAGE) .......................24

8 CHECK LIST ..............................................................................................................................................25

9 APPENDICES ..............................................................................................................................................26


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1. PURPOSE

This procedure supplements CES L 4011 EA “PIPING LOAD DATA REQUIRED FOR

CIVIL AND STRUCTURAL ENGINEERING”, and describes the procedure for the

preparation of pipe rack loading data, which is consistent from both piping

and civil engineering point of view, for the purpose of early start and

completion of pipe rack construction. It describes the items which must

be taken into consideration by the piping group (a party to issue the loading

data) and the civil group (a party to receive the loading data.)

2. BASIC PROCEDURE

In order to minimize revision and prepare the economical and accurate pipe

rack loading data, the usage of loading data shall be made clear for each

item and the loading data shall be prepared in 3 steps for such usage. For

actual items, refer to Table 1-1 “ISSUE STEPS FOR PIPING LOAD DATA”.

2.1 Contents of Loading Data in Each Step

(1)1st-STEP

The loading data shall cover the basic dimensions including width, length,

height, number of layers, column spacing in longitudinal direction,

requirement and location for intermediate beams, brace arrangement and

location, and location of stairs. It shall be sufficient for Civil Group

to design the foundation (including piles).

Based on this loading data, Civil Group shall prepare structural planning,

determine approximate sizing of major framing members, develop the

initial model and order piling materials.

(2)2ND-STEP

The loading data shall be sufficient for Civil Group to perform the detail

design of all elements in the pipe rack. (However, minor stages, pipe

supports and insert plates which do not affect the design of major

structural members are excluded.)


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Based on this loading data, Civil Group shall perform the detail design

(for purchase of steel materials and preparation of steel fabrication

drawings) and size the members and foundations. The 1st issue of drawings

to the client (IFA or IFR) shall be prepared.

(3)3RD-STEP

The loading data shall cover minor stages, insert plate, floor openings,

trolley beams, and loads for miscellaneous equipment. The loading data

shall be "Final". It should be noted that major framing members cannot

be revised without cost/schedule effect at this stage, since materials

have been ordered already.

2.2 Preparation Schedule of Loading Data at Each Step

Issue schedule of the loading data at each step shall, in general, be as

shown below; however, it shall be finalized for each project by Piping and

Civil Groups(Refer to Table-1.1):

1ST STEP 3 Months After Start of Piping Route Study

2ND STEP 4.5 Months After Start of Piping Route Study

3RD STEP 6 Months After Start of Piping Route Study

2.3 Required Upstream Data for Preparation of Loading Data

To prepare the loading data for each step in Table 1.1, the following upstream

data is required.

(1) 1ＳＴ-STEP

･ PLOT PLAN

･ P&ID, UHD(UTILITY HEADER SIZE)

･ FIREFIGHTING P&ID

･ PIPING ROUTE STUDY DRAWING (ON PIPE RACK)

･ ELEC. AND INST. CABLE DUCT ROUTE INFORMATION

･ AFC HEADER PIPING ARRANGEMENT

･ EXTENT OF FIREPROOFING


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･ EQUIPMENT LOADING DATA SUCH AS AFC (IN-HOUSE DATA)

･ REQUIREMENT FOR TROLLEY BEAM FOR THE MAINTENANCE OF EQUIPMENT

(2)2ND-STEP

･ UPDATED INFORMATION, WHICH WERE ISSUED IN 1ST-STEP

･ EQUIPMENT LOADING DATA SUCH AS AFC (BY VENDER)

･ PIPING STUDY DRAWING (FOR STAGE ARRANGEMENT)

(3) 3RD-STEP

･ PIPING STUDY DRAWING / PDS 3D MODEL (FOR INSERT PLATE LOCATION AND

MINOR STAGE INFORMATION)

･ ELEC/INST. DESIGN (FOR INSERT PLATE LOCATION AND MINOR STAGE

INFORMATION)

･ LOADING DATA FOR MICELLANEOUS EQUIPMENT, LIFTING LOAD OF TROLLEY BEAM

3.ITEMS TO BE CONSIDERED IN BASIC PLANNING OF PIPE RACK

To achieve economy, ease of construction and reduction in design schedule,

the basic structural planning of pipe racks and piping layout shall be

performed with the following items taken into consideration from the start

of the project.

3.1 Economical Width, Longitudinal Span and Structural System

The width and longitudinal span of the pipe rack greatly affect the

economical design; therefore, the following shall be reviewed to decide

the configuration by related disciplines (piping, plot, electrical,

instrument, mechanical and civil):

･ The standard configuration shall be 6m span in longitudinal direction

without intermediate beams. A large reduction in concrete/steel work

volume will be achieved.

･ When intermediate beams are required, steel without fireproofing shall

be used. However, if fireproofing is specified in Client's

specifications, selection of material (concrete or steel with

fireproofing) shall be based on the cost study.


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[Note]

- When requirement for fireproofing on intermediate beams is not clearly

defined, the judgment criteria shall be based on the following:

- If piping is not overstressed when a strength of intermediate beams is

reduced in a case of fire, and girders supporting the piping is not

overstressed without intermediate beams, fireproofing is not required.

However, prior approval by Client is required.

･ Use the same pattern. (It is desirable to make the shape uniform and

repetitious to simplify the design/fabrication/construction)

･ Consider the optimum width (Concrete: 8m±2m, Steel: 7m±1m)

･ The maximum length of continuous pipe rack shall be approximately 50

m.

･ Number of pipe layers should be determined considering the combination

of width and number of pipe layers. After consultation with related

disciplines, a number of pipe layers shall be decided and reflected

in the plot. In general, it is more economical to increase the number

of pipe layer than making the width much wider than the optimum width.

･ The maximum width of pipe racks with AFC should be limited to 10m.

When the width becomes wider than 10m, additional columns or

cantilevered girders should be considered.

･ The locations of vertical braces for steel pipe racks shall be

determined considering the access.

･ Electrical and instrument cable trays should be located at the top

level.

[Note]

- The following shall be noted with regard to the effective space for piping

layout.

- For precast pipe racks, in addition to column/girder sizes, corbels for

supporting girders are provided. Sockets are provided for

column/footing connections.

- For steel pipe racks, about 100mm space from the column face is required

for plates and bolts in column/girder connections.

- Conceptual sketches of cast-in-situ concrete pipe racks, precast concrete

pipe racks and steel pipe racks are shown in APPENDIX-1.


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3.2 Difference in Elevation Between Transverse and Longitudinal Directions

･ For concrete pipe rack, the transverse girders and longitudinal girders

shall be located at different level for ease of construction.

･ For steel pipe rack where pipes run straight and few branches are

provided, the transverse girders and longitudinal girders shall be

located at the same elevation.

･ The difference in elevation shall be determined after consultation

between Piping and Civil Groups considering the structural material,

requirement in fireproofing, pipe diameter and girder sizes. (An

Width

Longitudinal Span

Girder

Longitudinal Girder

Intermediate Beam

Width

No. of Pipe

Layer (3 for this

case)

Long.

Girder

at

same

level

Long.

Girder

at diff.

level


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economy is achieved by reducing the pipe rack height; however, 2m is

required in pipe layer level for concrete members and steel members

with fireproof and 1.5 m for steel members without fireproof.)

3.3 Structural Material (Concrete/Steel)

Selection of structural material (concrete or steel) shall be based on

economy, constructability, fabrication/transportation/erection schedule

of structural steel. The following factors affect the selection:

･ Concrete is more economical when fireproofing is required for pipe

racks.

･ Case by case judgment is required based on local characteristics,

market condition of structural steel when fireproofing is not required.

･ Fabrication schedule of structural steel varies greatly because of

special conditions in the country and fabricator of steel fabrication.

It is necessary to investigate on the ease of obtaining raw material,

delivery period, ability of shop drawing preparation and fabrication

capacity. It should be noted that the cost is not the only factor in

selecting concrete or steel as structural material.

3.4 Planning in Piping Layout

Planning in piping layout has a large

effect in civil work volume.

The following shall be given a priority

in layout planning:

･ Large diameter pipes shall be placed

at ends of girders. (Refer to the

sketch. Since no large loads are placed at mid-span, the moment at

center of girder is small and the required beam size is also small.)

･ As a basic rule, no intermediate beams shall be placed; however, when

it is necessary to provide intermediate support for small piping, such

small pipes shall be placed at the same level and provide intermediate

beams or small racks. (Refer to the sketch below left.) Requirements

for support of small branch piping shall also be considered.

･ Provision of support from larger pipes shall be considered for small

Large Pipes at

Ends

Layout of Large Pipes


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piping.（Refer to the sketch below right）.

･ When cantilevers are provided outside the pipe rack framing, small

pipes shall not be placed on cantilevers. (It is difficult to provide

intermediate beams).

3.5 Header Support and Maintenance Stage for Air Cooled Heat Exchanges(AFC)

･ Header pipe for AFC tends to make the support structure complicated.

The steel weight of header support is substantial. Furthermore, since

the data is not finalized in a short period, the design period is

extended and it is often the cause for engineering re-work and

construction re-work. Therefore, unless there is a special reason

(such as tournament type piping arrangement is required from the

process point of view), header pipe shall be supported directly on

AFC nozzles. When supports for header pipes are required, Piping Group

and Civil Group shall discuss and simplify the shape of such supports.

[Note]

- A request shall be made to Process Group to minimize the tournament type

piping arrangement as much as possible.

･ Discussion shall be held among related disciplines to reduce the

Small Pipes Supported

from Large PipesSmall Rack for Small


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maintenance stage below AFC as much as possible.

3.6 Valve Operating Stage

The design data for valve operating stages has a large influence on the

structural design and steel fabrication schedule. It also affects the

construction schedule and cost, because it can cause an additional

fabrication at site. Therefore, as a minimum, an approximate size and

location shall be determined at early design stage after discussion among

related disciplines. It shall be planned in such a way that the support

can be provided from columns/girders.

[Note]

- Uniform load due to the self weight of stage and design live load for staging

becomes 300 kg/m2 as a minimum. It is a significant item in determining the size

of major structural member of pipe rack.

3.7 Insert Plate

In general, insert plates for electrical/instrument works shall not be

provided, but the support shall be provided by expansion bolt after pipe

rack erection is completed. The same principle applies to piping. As a

general rule, insert plates should be provided by Civil Group for those

supporting more than 1 ton. (It shall be discussed with Civil Group on project

by project basis).

3.8 Pipe Support

It is important to have pipe supports, which are structurally stable. Try

to avoid planning structurally "unstable" supports. The following shall

be considered.

･ Do not provide supports, which are cantilevered from the side of a

beam, because they will cause torsion (for large diameter piping).

･ Do not provide support from insert plates at bottom of beams. (for

medium to large diameter piping). Unless the load is given and designed

accordingly, there is a possibility that the insert plate will fail

due to lack of strength. As a general rule, when more than 500 kg load


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is acting, support shall be provided using the insert plate on the

side of beams. When this is not possible, consult with Civil Group.

･ When supports for large diameter piping are required, Civil Group

should be consulted even for

a case where pipe supports are designed and fabricated by Piping Group.

3.9 Anchor Force

It is desirable to place the anchor points on one girder so that necessary

reinforcements can be provided at one location. Measures to reduce the

magnitude of anchor forces such as those outlined below shall be considered:

･ Piping with thermal load shall be located at the same level. (Steam

line etc.)

･ Piping flexibility analysis shall be carried out with clearance between

the pipe and guide/stopper taken into consideration to reduce thermal

forces.

3.10 Support for Piping Loop

Supports for piping loops shall be provided in regular spans and should

not be located at locations such as road crossings.

When it is necessary to provide piping loops at large span location such

as road crossings, it is possible to have the truss in a longitudinal

direction, which may cause clashes between piping and truss members when

thermal expansion/contraction occurs. Civil Group and Piping Group shall

consult at the start of design.

4. PIPING LOAD CALCULATION PROCEDURE

Definition of piping load and computation shall be according to " CES L

4011". The following shall be considered in preparation of loading data:

Avoid These Configurations


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4.1 Vertical Load

(1)Vertical Load

･ Fluid weight shall be as follows:

(a)　 Liquid ：　Actual fluid weight shall be used. (However,

for 8" or smaller pipes, full water weight may be

used.)

(ｂ)　 Liquid-gas or Liquid-vapor mixture

　　　　　　　　　　　　　　　： To be determined individually.

(ｃ)　 Steam ：　 All steam piping （ High ・ low ・ medium ） ---

Specific Gravity = 0

(d)　 Flare ：　Specific Gravity = ０（However, to be determined

individually for liquid flare）

(ｅ) Gas・Air・Nitrogen ：Specific Gravity= ０

(f)　 Others ：　To be determined individually

･ Fluid weight for test shall be as follows:

Specific Gravity - For hydrostatic test　： 1

For pneumatic test　： 0

[Note]

- For large diameter piping for gas/vapor (flare header, column

overhead piping etc.) where test loads greatly affect the design of

pipe racks, pneumatic test should be considered. When pneumatic test

is selected as basis of design and construction, Client's approval

is required. Such approval shall be obtained prior to start of

design.

- Hydrostatic test loads of large diameter pipes shall be computed

based on actual test method used at site.

- The above shall be reflected in pipe test plan.

(2)Loads in Transverse Direction

･ For preparation of piping loading data for piping empty load, fluid

load and test fluid load shall be performed using Appendix-2 & 3 "Load

Table for Pipe Rack". Actual piping data shall be used.

･ For evaluation of piping load, uniform load (kg/m2) shall also be

computed and entered. Values in APPENDIX-8 shall be used as a reference

to check whether the computed uniform load is reasonable or not.


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･ Whether piping load acts on girders only or on intermediate beams shall

be indicated in the table, considering the pipe support span.

[Note]

- Loads on intermediate beams

In general, pipe rack span in longitudinal direction shall be 6m without

intermediate beams; however, for concrete pipe racks with intermediate

concrete beams, load from piping without shoe or pad may act on intermediate

beams. Piping Group and Civil Group shall have a meeting before detail

design and discuss about the structural system.

･ When sliding plate is used under the pipe, it shall be noted in the remarks

column in the table.

･ At ends of pipe rack, corners, at locations where valves are concentrated,

and at saddle for large diameter piping, it is not appropriate to use average

load. At such locations, girder number shall be identified and additional

concentrated load shall be computed and indicated in the table.

[Note]

- Civil Group's interpretation of loads at start of pipe rack and at corner

bent is as shown in Figure - 5.1. Additional load due to deflection of

pipe shall be indicated. (especially for large diameter piping)

･ When there is a requirement for future piping, space, size, and number

of pipes shall be indicated and the loading data shall include the

load for future piping. However, when size and number of pipes are

not clear, the load of average pipe size on pipe rack piping shall

be applied on the future space. When there is no requirement, space

and load for future piping need not be considered. If there is a

specific requirement from the Project Team or Client, it shall be

followed.

･ To account for valves, branch line, support, saddle, and shoe of piping,

the following additional load shall be considered:

Additional Load = { （ Piping Empty Weight ）＋（ Fluid Weight ）＋

（Insulation Weight）}×5%

* This equation is listed as standard load in the Load Table.

･ In general, no design development (design contingency) loads shall

be included. However, when P & ID/UHD is not developed sufficiently,

a meeting shall be held among related disciplines to decide the design

development value. Such a value in percentage shall be entered in the


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Load Table

(3) Loads on Longitudinal Girder

･ Loads shall be indicated in Elevation Drawings.

･ For 6m longitudinal span (in longitudinal direction) pipe racks,

longitudinal girders are sized mainly based on slenderness ratios

(flexural buckling lengths). Therefore, piping loads less than 1 ton

need not be informed

[Note]

- Variation in equivalent load to 1 ton load acting at mid-span of 6m

long longitudinal girders is shown in APPENDIX-7.

- Depending on the location, loads greater than 1 ton can be applied

as shown below.

- For cases shown below, the bending moment for girder design is the

same.

4.2 Anchor and Guide Force

(1) Thermal Loads / Friction Forces

･ Thermal loads / friction forces shall be computed according to the

requirements in CES L-4011 with cancellation of loads due to direction

and long/short term loading taken into consideration.

･ Locations and loading at anchor points as well as approximate routing

of piping shall be indicated on the loading data drawings.

△ △

1 t

3m 3m

△ △

1 t 1 t

1.5 1.5 1.5 1.5

△ △

1 t 1 t0.25t

11 2.5 1.5

△ △

0 .33t/m(×6m=2t)

TOTAL = 1ton

TOTAL = 2 ton

TOTAL = 2.5 ton

TOTAL = 2 ton


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(2) Thrust Force

･ Locations and forces shall be indicated where thrust forces occur by

expansion joint.

(3) Wind and Seismic Loads

･ When wind and seismic loads are required, locations and loads shall

be indicated.

[Note]

- For domestic projects (where High Pressure Gas Regulation is applicable),

when seismic design is required, meetings shall be held among related

disciplines and loads shall be computed and points shall be clearly informed.

(4) Vibration and Impact Loads

･ Pulsating loads in reciprocating compressors, and impact loads due

to pressure relief loads, start-up and shutdown of pumps, and sudden

opening/closing of valves shall be made clear of locations and

informed.

4.3 Stage Load

At 1st Step Issue (Rev. 0), even if detailed information is not available,

approximate sizes and locations of stages exceeding 1/3 of span, or over

one span shall be informed to Civil Group, because they affect the structural

design.


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4.4 Other Loads(1)Electrical / Instrument Cable Load

･ Routes (location and width) of electrical and instrument cable ducts

shall be indicated on the drawing.

[Note]

- Piping Group shall coordinate the space allocation of pipe racks including

electrical and instrument cables.

- Loads shall be informed by Electrical and Instrument Groups. Piping Group

need not provide information on these loads.

5. PIPE RACK LOADING DATA FOR CIVIL DESIGN

5.1 Vertical Load

(1) Longitudinal Girder

･ Piping load shall be calculated from data in " Load Table for Pipe

Rack".

･ Concentrated Load and Uniform Load: Uniform load shall be grouped into

3 groups based on the location and magnitude. For large loads which

are not treated as uniform loads shall be treated as concentrated loads.

･ Loads on girders and intermediate beams shall be computed based on

pipes supported on girders only and pipes supported on both girders

and intermediate beams. However, at road crossings, intersections and

location of elevation changes, piping loads from large diameter piping

may act on intermediate beams. Consult with piping engineer in charge

for such cases.

For interpretation of loads, refer to Diagrams 5.1, 5.2, and 5.3.

･ Load where Elevation Changes

At locations where piping elevation changes, it shall be noted that

an additional weight of pipes needs to be accounted for.

Furthermore, it shall be confirmed that additional load due to

thermal expansion is included.

･ Future Load

Future piping is also included in the Piping Loading Table. - Such

piping load shall be indicated in the table.

For hydrostatic loads, only one pipe which is critical for the

design of the particular beam need to be considered and other pipes


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shall be considered to be empty. If it is clear that the

hydrostatic load is not critical for the design of the pipe rack,

it may be omitted.

(2) Load on Longitudinal Girders

･ At 1st Step Issue, the piping load on the longitudinal girders covers

the large diameter piping only. Therefore, in addition to those loads

indicated on the loading data from Piping Group, a concentrated load

of 1 ton shall be applied at midpoint of each longitudinal girder.

These concentrated loads shall be included in the foundation design.

However, for longitudinal girders such as those for yard pipe racks

and over the access, where it is clear that no pipes are supported,

such additional concentrated loads need not be considered.

･ At intersection or branch of pipe racks, it shall be confirmed from

the loading data that the same load as that on the framing girder is

acting on the longitudinal girder.

It shall be noted that an additional torsion load may occur depending

on the shape of the pipe support when pipes are supported on

structural members via pipe support.


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Fig-5.1 Piping Load at Road CrossingsFig-5.1 Piping Load at Road CrossingsFig-5.1 Piping Load at Road CrossingsFig-5.1 Piping Load at Road Crossings

l1l2

l4 l4l3

h

W

PIPERACK WIDTH

Intermediate Beam

GirderIntermediate Beam

(FOR LONG SPAN & OVER PASS)

W2

W1

W3

l2l2l2l2

W1 = (① + ② +③X1.05X(l2 + l42

+h)/W = Kg/m

W2 = (① + ② +③X1.05X(l2 + l22

)/W = Kg/m

W3 = (① + ② +③X1.05X(l4 + l42

)/W = Kg/m


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FIG-5.3 Load on Intermediate Beam When Pipes Are SupportedFIG-5.3 Load on Intermediate Beam When Pipes Are SupportedFIG-5.3 Load on Intermediate Beam When Pipes Are SupportedFIG-5.3 Load on Intermediate Beam When Pipes Are Supported

W = (① + ② +③X1.05X(l3 OR l4) / W = Kg/m

Girder

Intermediate Beam

W

PIPE

RACK

WID

TH

(UNIFORM LOAD)

Note-1)Same load acts on girders and shall be included in the design

Note-2） ① ,② ,③ ar e l oads i n Appendix-1 o f LOAD TA

l1 l2

l3 l3 l4 l4

W3

W2

W1

l3 l4

FIG-5.2 Load on Girder When Pipes Are Supported by Girder OnlyFIG-5.2 Load on Girder When Pipes Are Supported by Girder OnlyFIG-5.2 Load on Girder When Pipes Are Supported by Girder OnlyFIG-5.2 Load on Girder When Pipes Are Supported by Girder Only

W = (① + ② +③X1.05X(l1 + l2

2)/W = Kg/m

Girder

Intermediate Beam

W

PIPE

RACK

WID

TH

(UNIFORM LOAD)

l1 l2


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5.2 Guide and Anchor Force

･ The piping loading data shall be followed. The direction of the force

and short/long term load shall be made clear and shall be reflected

in the design.

･ For a large force, modifying the detail of pipe guide/anchor such that

some sliding is allowed instead of completely fixity may reduce the

magnitude of the force. It shall be consulted with Piping Group,

especially when the loading data is revised so that member sizes will

not be revised.

･ When forces given in the loading data is very large, it shall be

consulted and confirmed with Piping Group.

5.3 Friction Force

･ Unless noted otherwise in Client's specifications, it shall be treated

as short term load (short term load in CSJS, and long term load in

CES)

･ Unless noted otherwise in Client's specifications, It shall be used

for the design of the beam where it is acting, and need not be considered

in the design of framing.

･ For those pipes anchored in a direction perpendicular to the girder,

the pipes will not move over the girders due to thermal movement;

therefore, it is not necessary to consider friction force at anchor

point.

[Note]

Even if some sliding is allowed at pipe anchor/guide points, it may not be

necessary to consider friction force.

･ Friction force shall be reduced depending on the number of pipes on

the girders. (Where specified, the Client's specification shall be

followed. Otherwise, CSJS shall be followed. However, attention

shall be paid to large diameter piping.)

5.4 Wind and Seismic Loads

･ Wind and seismic forces shall be computed according to the Client's

specifications or CSJS. In general, they can be computed based on the


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weight given in "Load Table for Pipe Rack" and pipe sizes. However,

when the Client's specification requires to compute the wind load and

seismic load of individual piping at the fix point of pipes, such loads

shall be included in the loading data. (e. g. When seismic loads for

each pipe is to be computed according to the High Pressure Gas

Regulation in the domestic projects, and wind load on large diameter

piping at high elevation.)

･ In computing the wind load on the pipe rack along the longitudinal

direction, wind loads on pipes need not be considered.

5.5 Vibrating and Impact Load

･ It shall be consulted and confirmed with the Group who prepared the

loading data whether such loads are to be considered as long term loads

or short term loads. The result shall be incorporated in the design.

5.6 Design Allowance in Piping Load

･ For vertical loads, only the design contingency indicated on the piping

loading data shall be considered.

･ For anchor force, a possibility that the force may vary up to 20% when

sizing members based on the loading data at 1st Step.

5.7 Stage Load

･ When a detail of stage is not finalized, the self-weight and specified

live load shall be considered and included in the design of pipe rack.

･ A reduction of live load permitted in the design code and criteria

shall be considered.

5.8 Cable and Cable Rack

･ When the pipe rack is designed based on 6m longitudinal span, use of

cable duct/cable tray material which can span 6m without intermediate

beams shall be set as standard. However, there are cases, such as

branches and ends of pipe racks and when conduits are used, where


Rev:Rev:Rev:Rev: -






intermediate beams are required. Consult with Electrical and

Instrument Groups prior to start of design.

5.9 AFC

･ The location of AFC columns needs to be fixed at early stage. The

Mechanical Group shall coordinate with the vendor.

･ When a fireproofing is required for ＡＦＣ, it shall be confirmed that

the weight of fireproofing is included in AFC loading data.

･ Normally, the AFC loading data includes the wind and seismic loads

acting on AFC. However, when the issue of such data is late, Civil

Group shall compute such loads.

6 DRAWINGS FOR LOADING DATA

The following information shall be prepared as the piping loading data:

(1)Load Table (Refer to APPENDIX-2 and APPENDIX-3)

･ The self weight of pipes and the weight of their contents in operation

and test in the direction of longitudinal span shall be prepared using

“Load Table for Pipe Rack”. Preliminary data at 1st-Step and the final

data in 2nd-Step shall be prepared and issued to Civil Group.

(2)Plan Drawing (Refer to APPENDIX-4)

･ As a minimum, the following items shall be included in Plan Drawings:

ISSUE STEPPLAN DRAWING

PRE. DATA FINAL DATA

a) Thermal loads due to restraints 1ST-STEP 2ND-STEP

b) Friction forces at restraints 1ST-STEP 2ND-STEP

c) Operating platforms / center walk way 1ST-STEP 2ND-STEP

d) Stairway / ladder 1ST-STEP 2ND-STEP

e) Bracing locations 1ST-STEP 2ND-STEP

f) Piping loads at supports 1ST-STEP 2ND-STEP

g) Cable ducts locations 1ST-STEP 2ND-STEP

h) AFC location / stage 1ST-STEP 2ND-STEP


Rev:Rev:Rev:Rev: -






i) Some other reaction forces, such as discharge

reaction of PSV

- 2ND-STEP

j) Trolley beam locations 2ND-STEP 3RD-STEP

k) Loads of miscellaneous equipment 2ND-STEP 3RD-STEP

l) Opening of platforms ( Floor openings ) - 3RD-STEP

m) Embedded ( Insert ) plate locations - 3RD-STEP

(3)Elevation Drawing (Refer to APPENDIX-5)

･ As a minimum, the following items shall be included in Elevation

Drawings:

ISSUE STEPELEVATION DRAWING

PRE DATA FINAL DATA

a) Pipe rack width and height 1ST-STEP 2ND-STEP

b) Bracing locations 1ST-STEP 2ND-STEP

c) Dead and live loads on longitudinal beams 1ST-STEP 2ND-STEP

d) Center walkway 1ST-STEP 2ND-STEP

e) Stairway / ladder 1ST-STEP 2ND-STEP

f) Cable ducts locations 1ST-STEP 2ND-STEP

g) AFC location / elevation and stage elevation 1ST-STEP 2ND-STEP

h) Embedded ( Insert ) plate locations - 3RD-STEP

7 REVISION CONTROL AND FINAL LOADING DATA (DESIGN COMPLETION STAGE)

(1)Civil Group shall feed back the design load used by them to Piping Group.

Piping Group shall confirm how the net loading data is used in the civil

design.


Rev:Rev:Rev:Rev: -






(2)When the piping loading data is changed, Piping Group need not issue

the revised loading data to Civil Group when the revised loading data

is within the actual loading data used by Civil Group or within the value

of design development.

However, Piping Group shall show the record of revised loading data

clearly on the drawings.

[See Note-1]

(3)Piping Group shall ensure that information on all the anchor/guide forces

are given.

However, during design revised information need not be issued provided

that the changes in anchor/guide forces are within the limit described

below:

(*) For anchor point of each line, within 20% of the load and

within 500 kgf

However, Piping Group shall show the record of revised loading data

clearly on the drawings and shall inform Civil Group if the above limit

is exceeded. [See Note-1]

(4)To check the consistency of the final loading data at the time of

completion of PDS model, Piping Group shall check the loading data whether

it is within the design load used by Civil Group and inform them. [See

Note- 1]

[Note -1]

- Changes in load and location shall be indicated by crossing out the previous values

and adding the new data next to them so that the revision history can be identified

easily on the drawings.

8 CHECK LIST

APPENDIX-6 “Check List” highlights the items, which are to be considered

in preparation of the loading data. Piping Group shall improve the quality


Rev:Rev:Rev:Rev: -






of design by making clear the responsibility in checking items in APPENDIX-6

“Check List” and performing such checks.

9 APPENDICES

APPENDIX-1 : Conceptual Sketch of Pipe Rack

APPENDIX-2 : Form Sheet for Load Table

APPENDIX-3 : Sample of Load Table

APPENDIX-4 : Sample “Loading Data for Pipe Rack (Plan)”

APPENDIX-5 : Sample “Loading Data for Pipe Rack (Elevation)”

APPENDIX-6 : Check List

APPENDIX-7 : Variation in Load Which Is Equivalent to Load of 1 Ton

Applied at Midpoint of 6m Long Longitudinal Girder

APPENDIX-8 : Data in Actual Projects (Pipe Rack Loading Data in

Weight/m2)

Table-1

　　　　　　　　　　　TABLE-1.1　　ISSUE STEPS FOR PIPING LOAD DATA　　　　　　　　　　　TABLE-1.1　　ISSUE STEPS FOR PIPING LOAD DATA　　　　　　　　　　　TABLE-1.1　　ISSUE STEPS FOR PIPING LOAD DATA　　　　　　　　　　　TABLE-1.1　　ISSUE STEPS FOR PIPING LOAD DATA CDP L 3009 ER0

Page 1 of 1

SCHEDULE ( MONTH ) *1SCHEDULE ( MONTH ) *1SCHEDULE ( MONTH ) *1SCHEDULE ( MONTH ) *1

ISSUE STEPISSUE STEPISSUE STEPISSUE STEP PIPING LOAD DATA INFORMATION PIPING LOAD DATA INFORMATION PIPING LOAD DATA INFORMATION PIPING LOAD DATA INFORMATION STATUSSTATUSSTATUSSTATUS INFORMATION DRAWINGINFORMATION DRAWINGINFORMATION DRAWINGINFORMATION DRAWING PURPOSE AND ACTION BY CIVIL GROUPPURPOSE AND ACTION BY CIVIL GROUPPURPOSE AND ACTION BY CIVIL GROUPPURPOSE AND ACTION BY CIVIL GROUP 1111 2222 3333 4444 5555 6666 7777 8888 9999 10101010 11111111 12121212 13131313 14141414 15151515

1111 1ST-STEP1ST-STEP1ST-STEP1ST-STEP

1)PIPE RACK CONFIGURATION（WIDTH, HEIGHT,NUMBER OF LAYERS, COLUMN SPACING,INTERMEDIATE BEAMS, LOCATION OF STAIR） FIXED

CONTRACT AWARDCONTRACT AWARDCONTRACT AWARDCONTRACT AWARD

( REV.0 ) 2)LOCATION OF LONGITUDINAL GIRDER, LOAD*2 PRELIMINARY

PLOT/P&IDPLOT/P&IDPLOT/P&IDPLOT/P&ID

3)PIPE LAYOUT, UNIT WEIGHT, INDICATION OFPIPES ON INTERMEDIATE BEAMS PRELIMINARY

PIPING STUDYPIPING STUDYPIPING STUDYPIPING STUDY

4)GUIDE , ANCHOR & FRICTION FORCE PRELIMINARY

L/D PREPARATIONL/D PREPARATIONL/D PREPARATIONL/D PREPARATION

5)BRACE(VERTICAL, HORIZONTAL) LOCATION PRELIMINARY

6)LOCATION AND ELEVATION OF CENTERWALKWAY PRELIMINARY L/D ISSUE DATEL/D ISSUE DATEL/D ISSUE DATEL/D ISSUE DATE

1ST STEP1ST STEP1ST STEP1ST STEP 3RD STEP3RD STEP3RD STEP3RD STEP

7)OPERATING STAGE（LOCATION AND SIZE,APPROX FOR THOSE PLANNED BUT NOTFIXED） PRELIMINARY

2ND STEP2ND STEP2ND STEP2ND STEP

8)SIZE AND ROUTE OF CABLE DUCT PRELIMINARY

CIVIL DWG ISSUECIVIL DWG ISSUECIVIL DWG ISSUECIVIL DWG ISSUEDATEDATEDATEDATE

DWG IFR DWG IFR DWG IFR DWG IFR DWG IFCDWG IFCDWG IFCDWG IFC

9)AFC LOCATION, SHAPE AND LOAD OFHEADER SUPPORT PRELIMINARY STEEL CONSTRUCTIONSTEEL CONSTRUCTIONSTEEL CONSTRUCTIONSTEEL CONSTRUCTION

2222 2ND-STEP2ND-STEP2ND-STEP2ND-STEP1)LOCATION AND LOAD FOR LONGITUDINALGIRDER *2 FIXED

CALC（PILE）CALC（PILE）CALC（PILE）CALC（PILE） CALC(FDN, MEMBER, CONNECTION), DWGCALC(FDN, MEMBER, CONNECTION), DWGCALC(FDN, MEMBER, CONNECTION), DWGCALC(FDN, MEMBER, CONNECTION), DWG

( REV.1 ) 2)PIPE LAYOUT, UNIT WEIGHT, INDICATION OFPIPES ON INTERMEDIATE BEAMS FIXED

3)GUIDE , ANCHOR & FRICTION FORCE FIXED

PILE PURCHASEPILE PURCHASEPILE PURCHASEPILE PURCHASE STEEL PURCHASESTEEL PURCHASESTEEL PURCHASESTEEL PURCHASE

4)BRACE(VERTICAL, HORIZONTAL) LOCATION FIXED

FABRICATION DWGFABRICATION DWGFABRICATION DWGFABRICATION DWG

5)LOCATION AND ELEVATION OF CENTERWALKWAY FIXED

STEEL FABRICATIONSTEEL FABRICATIONSTEEL FABRICATIONSTEEL FABRICATION

6)ADDITION/REVISION OF OPERATING STAGEADDITION/REVI

SION

7)SIZE AND ROUTE OF CABLE DUCT FIXED

8)AFC LOCATION, SHAPE AND LOAD OFHEADER SUPPORT FIXED

PILING STARTPILING STARTPILING STARTPILING START FDN STARTFDN STARTFDN STARTFDN START 　　 ERECTION　　 ERECTION　　 ERECTION　　 ERECTION

9)LOCATION AND LOAD FOR TROLLEY BEAM PRELIMINARY

HANDOVER TO PIPINGHANDOVER TO PIPINGHANDOVER TO PIPINGHANDOVER TO PIPING

10)SUPPORT AND LOAD OF MISCELLANEOUSEQUIPMENT SUCH AS SILENCER PRELIMINARY

RC PRECAST/ERECTIONRC PRECAST/ERECTIONRC PRECAST/ERECTIONRC PRECAST/ERECTION

3333 3RD-STEP3RD-STEP3RD-STEP3RD-STEP

1)INFORMATION ON DELETION OFLONGITUDINAL GIRDERS(NOT REQUIREDSTRUCTURALLY) FIXED

( REV.2 )2)ADDITION/DELETION OF OPERATING STAGE

ADDITION/REVISION

(PRIOR TO 3)LOCATION AND LOAD FOR TROLLEY BEAM FIXED

MATERIAL4)SUPPORT AND LOAD OF MISCELLANEOUSEQUIPMENT SUCH AS SILENCER FIXED

PROCUREMENT) 5)FLOOR OPENING( =>150 DIA) *3 FIXED

6)INSERT PLATE LOCATION (LOAD =>1 TON)*4 FIXED

*1: OVERALL PROJECT SCHEDULE IS 26-28 MONTHS AFTER CONTRACT AWARD. PIPING GENERAL ROUTING IS TO START AT 1-2 MONTHS AFTER CONTRACT AWARD.

　　　DETAILED SCHEDULE SHALL BE SET FOR EACH PROJECT.

*2: ONLY THOSE LOADS GREATER THAN 1 TON (FOR LONGITUDINAL SPAN OF 6 M) SHALL BE INDICATED IN LOADING DATA.

*3: OPENINGS GREATER THAN OR EQUAL TO 150 DIA SHALL BE FIXED IN STEP 3. OPENINGS SMALLER THAN 150 DIA SHALL BE PROVIDED AT SITE. (PIPING GROUP AND CIVIL GROUP SHALL DISCUSS AND CONFIRM ON PROJECT BY PROJECT BASIS).

*4: FOR LOADS LESS THAN 1 TON, INSERT PLATE SHALL BE PROVIDED AT SITE BY USING CHEMICAL ANCHOR ETC.(PIPING GROUP AND CIVIL GROUP SHALL DISCUSS AND CONFIRM ON PROJECT BY PROJECT BASIS).

FOR UPDATE OF IFC DRAWINGS TO REFLECTMINOR ADDITION/REVISION SUCH ASOPERATING STAGE. SINCE STEEL MATERIALWILL BE ORDERED AT THIS STAGE, MAJORMEMBERS CANNOT BE REVISED AT THIS TIME.

PLAN, ELEVATION

STRUCTURAL PLANNING, INITIAL SIZING OFMAJOR STRUCTURAL MEMBERS,DEVELOPMENT OF INITIAL 3D MODEL,PROCUREMENT OF PILES

FOR DETAIL DESIGN(STEEL PROCUREMENT,PREPARATION OF FABRICATION DRAWINGS).FOR MEMBER SIZING AND FOUNDATIONDESIGN

MODEL, PLAN, ELEVATION,SECTION, LOAD TABLE

MODEL, PLAN, ELEVATION,SECTION, LOAD TABLE

APPENDIX-1CDP L 3009 E

Page 1 of 1

ALL RIGHTS RESERVED. THIS DOCUMENT AND ANY DATA AND INFORMATION CONTAINED THEREIN ARE CONFIDENTIAL AND THE PROPERTY OFCHIYODA CORPORATION (CHIYODA) AND THE COPYRIGHT THEREIN IS VESTED IN CHIYODA. NO PART OF THIS DOCUMENT, DATA, OR INFORMATIONSHALL BE DISCLOSED TO OTHERS OR REPRODUCED IN ANY MANNER OR USED FOR ANY PURPOSE WHATSOEVER, EXCEPT WITH THE PRIORWRITTEN PERMISSION OF CHIYODA.

DETAIL-X

PRECAST CONCRETE PIPE RACK

CAST-IN-SITU CONCRETE PIPE RACK

STRUCTURAL STEEL PIPE RACK

DETAIL-X

CONCEPTUAL SKETCHES OFCONCEPTUAL SKETCHES OFCONCEPTUAL SKETCHES OFCONCEPTUAL SKETCHES OFPIPE RACKSPIPE RACKSPIPE RACKSPIPE RACKS

APPENDIX-2A

CDP L 3009 ER0

Page 1 of 1

PROJECT : PIPE RACK NAME ： DOC NO. ：

JOB No. : COLUMN No. ： REV NO. ：

PIPE RACK WIDTH ： m DATE ：

PIPE RACK HEIGHT ：

LINE DATA INFORMATION DATA REMARKS

LINE NUMBERS SERVICE PIPE WALL INS. ① ② ③ ① + ② +③ ADDITIONAL SUPPORT POINT (NOTE-2) PIPE TO INDICATE ○

CLASS SIZE THK THK PIPE SPECIFIC FLUID TEST FLUID INSULATION WEIGHT INDICATE ○ INDICATE ○ OTHERS PIPE WHEN PIPE

(NPS) (Sch No) WEIGHT GRAVITY WEIGHT WEIGHT WEIGHT (NOTE-4) (NOTE-3) DISTANCE SIZE IS

mmkg/m kg/m kg/m kg/m kg/m kg mm

NOT FIXED

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

TOTAL 0 (kg/m2)

NOTES :NOTES :NOTES :NOTES :

- 1 WEIGHTS OF STEAM TRACER AND STEAM JACKET PIPE ARE TO BE INCLUDED IN PIPE WEIGHTS SHOWN ABOVE.

- 2 " GIRDER " MEANS A BEAM LOCATED AT A COLUMN, " INTERMEDIATE BEAM " MEANS A BEAM LOCATED BETWEEN COLUMNS OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN )

- 3 WHEN SPECIAL CONSIDERATION IS NEEDED, INDICATE IN THIS COLUMN AND SHOW THE SUPPORT POINTS ON THE (1) LOADS OTHER THAN PIPE SUCH AS VALVES, FITTINGS AND BRANCH PIPE WEIGHTS : ( ①＋②＋③ ）× 5 %

LOADING DATA INFORMATION DRAWINGS. (2) DESIGN DEVELOPMENT LOADS ( DESIGN CONTINGENCY ) : ( ①＋②＋③ )× %

- 4 WHEN NOT APPROPRIATE TO APPLY AVERAGE WEIGHT, SUCH AS AT ENDS OF PIPE RACK, CORNERS, AT LOCATIONS WHERE VALVES ARE

CONCENTRATED, AND AT SADDLE FOR LARGE DIAMETER PIPING, ADDITIONAL WEIGHTS SHALL BE INDICATED IN THIS COLUMN.

ONLY WHENON GIRDER

WHEN ONINTERMEDIATE

BEAM

LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ ” PIPE RACK” PIPE RACK” PIPE RACK” PIPE RACK

APPENDIX-2B

CDP L 3009 ER0

Page 1 of 1










NOT FIXED

0

0

0

0

0

0

0

0

TOTAL 0 (kg/m2)

AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAA AAAABBBB BBBB BBBB BBBB BBBB BBBB

AAAA ： Manual input by designer

BBBB ： Automatically calculate by "EXCEL"system

HOW TO MAKE LOAD TABLE FOR 2D DESIGN

ONLY WHENON GIRDER

WHEN ONINTERMEDIATE

BEAM

（ A square meter load ）


APPENDIX-2C

CDP L 3009 ER0

Page 1 of 1







CLASS SIZE THK THK PIPE SPECIFIC FLUID TEST FLUIDINSULATION WEIGHT INDICATE ○ INDICATE ○ OTHERS PIPE WHEN PIPE



NOT FIXED

0

0

0

0

0

0

TOTAL 0 (kg/m2)

AAAA AAAA AAAA AAAA AAAA AAAABBBB BBBB BBBB BBBB BBBB BBBB

CCCC CCCC CCCC CCCC CCCC CCCC

AAAA ： Manual input by designer

B B B B ： Automatically calculate by "EXCEL"system

CCCC ： Automatically input by 3D-PDS MODEL

ONLY WHENON GIRDER

WHEN ONINTERMEDIAT

E BEAM

HOW TO MAKE LOAD TABLE FOR ３D-PDS DESIGNAutomatically input

continuously piping from

north or east side by 3D－

PDS MODEL


（ A square meter load ）

Appendix-3

CDP L 3009 ER0

Page 1 of 1

PROJECT : XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX PIPE RACK NAME ： No. 1 Pipe RackNo. 1 Pipe RackNo. 1 Pipe RackNo. 1 Pipe Rack DOC NO. ： ********************************

JOB No. : BBBBBBBBBBBBBBBBBBBB COLUMN No. ： 1 - 31 - 31 - 31 - 3 REV NO. ： 0000

PIPE RACK WIDTH ： 8.0 8.0 8.0 8.0 m DATE ： Feb. 20, 2000Feb. 20, 2000Feb. 20, 2000Feb. 20, 2000

PIPE RACK HEIGHT ： 6.56.56.56.5






NOT FIXED

COLUMN "F"COLUMN "F"COLUMN "F"COLUMN "F"

P-1001P-1001P-1001P-1001 A1A1A1A1 10101010 40404040 60606060 59.1959.1959.1959.19 0.860.860.860.86 41.8141.8141.8141.81 48.6248.6248.6248.62 8888 109.00109.00109.00109.00 ○○○○ 500500500500

P-1020P-1020P-1020P-1020 B1B1B1B1 1-1/21-1/21-1/21-1/2 80808080 5.415.415.415.41 1.001.001.001.00 1.141.141.141.14 1.141.141.141.14 0000 6.556.556.556.55 ○○○○ 330330330330

FUTURE PIPEFUTURE PIPEFUTURE PIPEFUTURE PIPE A1A1A1A1 4444 40404040 16.0216.0216.0216.02 1.001.001.001.00 8.228.228.228.22 8.228.228.228.22 0000 24.2424.2424.2424.24 ○○○○ 150150150150 If future piping exist,piping loads

FUTURE PIPEFUTURE PIPEFUTURE PIPEFUTURE PIPE 4444 40404040 16.0216.0216.0216.02 1.001.001.001.00 8.228.228.228.22 8.228.228.228.22 0000 24.2424.2424.2424.24 ○○○○ 150150150150 calculate a condition that piping

FUTURE PIPEFUTURE PIPEFUTURE PIPEFUTURE PIPE 4444 40404040 16.0216.0216.0216.02 1.001.001.001.00 8.228.228.228.22 8.228.228.228.22 0000 24.2424.2424.2424.24 ○○○○ 150150150150 of average size locate at future

FUTURE PIPEFUTURE PIPEFUTURE PIPEFUTURE PIPE 4444 40404040 16.0216.0216.0216.02 1.001.001.001.00 8.228.228.228.22 8.228.228.228.22 0000 24.2424.2424.2424.24 ○○○○ 150150150150 space.

CABLE DUCTCABLE DUCTCABLE DUCTCABLE DUCT 1000W1000W1000W1000W 100100100100

W-5001W-5001W-5001W-5001 AIAIAIAI 16161616 30303030 1.001.001.001.00 92.9892.9892.9892.98 117.87117.87117.87117.87 0000 92.9892.9892.9892.98 200200200200 ○○○○ 450450450450 ○○○○

COLUMN "E"COLUMN "E"COLUMN "E"COLUMN "E" 600600600600

0000

0000

0000

0000

0000

0000

TOTALTOTALTOTALTOTAL 305.49305.49305.49305.49 200200200200 8000800080008000 150.0150.0150.0150.0 (kg/m2)

NOTES :NOTES :NOTES :NOTES :

- 1 WEIGHTS OF STEAM TRACER AND STEAM JACKET PIPE ARE TO BE INCLUDED IN PIPE WEIGHTS SHOWN ABOVE.

- 2 " GIRDER " MEANS A BEAM LOCATED AT A COLUMN, " INTERMEDIATE BEAM " MEANS A BEAM LOCATED BETWEEN COLUMNS OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN ) OTHER PIPING LOADS (TO BE CONSIDERED IN STRUCTURAL DESIGN )

- 3 WHEN SPECIAL CONSIDERATION IS NEEDED, INDICATE IN THIS COLUMN AND SHOW THE SUPPORT POINTS ON THE (1) LOADS OTHER THAN PIPE SUCH AS VALVES, FITTINGS AND BRANCH PIPE WEIGHTS : ( ①＋②＋③ ）× 5 %

LOADING DATA INFORMATION DRAWINGS. (2) DESIGN DEVELOPMENT LOADS ( DESIGN CONTINGENCY ) : ( ①＋②＋③ )× %

- 4 WHEN NOT APPROPRIATE TO APPLY AVERAGE WEIGHT, SUCH AS AT ENDS OF PIPE RACK, CORNERS, AT LOCATIONS WHERE VALVES ARE

CONCENTRATED, AND AT SADDLE FOR LARGE DIAMETER PIPING, ADDITIONAL WEIGHTS SHALL BE INDICATED IN THIS COLUMN.

ONLY WHENON GIRDER

WHEN ONINTERMEDIATE

BEAM

｝

SAMPLESAMPLESAMPLESAMPLE

LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ LOAD TABLE FOR “ NO. 1 NO. 1 NO. 1 NO. 1 ” PIPE RACK” PIPE RACK” PIPE RACK” PIPE RACK

Appendix-6Appendix-6Appendix-6Appendix-6

CDP L 3009 ER0

Page 1 of 1

DWG No. :

PROJECT :

JOB No. : SIGN DATE SIGN DATE

No. CHECK ITEM LE REMARKS

( REVIEW )

1． LAYOUT

a. CONSISTENCY WITH PLOT PLAN AND ELEVATION DRAWINGS ○ ○

b．CONSTRUCTABILITY AND REQUIREMENT OF FUTURE PLAN ○ ○

c．SPACE FOR INSTRUMENT, ELECTRIC DISTRIBUTION PANEL, CABLE DUCT, ETC. ○ ○

d．ACCESS FOR EVACUATION ROUTE, FIRE FIGHTING, OPERATIONAL PATROL, ETC. ○ ○

2． PIPING

a．SUPPORT LOCATIONS AND LOADS ○ ○

b．ECONOMICAL DESIGN FOR PIPE SUPPORTS ( ESPECIALLY FOR AFC HEADER SUPPORTS )　 ○ ○

c．SPACE AND LOADS FOR FUTURE PIPING AND INSTRUMENT & ELECTRICAL CABLE ○ ○

d. LOCATION AND THRUST FORCES AT ANCHOR, STOPPER & GUIDE POINTS ○ ○

e．SUPPORT LOCATION, HEIGHT AND LOADS FOR AFC HEADER PIPING ○ ○

3． ACCESS AND MAINTENANCE SPACE

a．MAINTENANCE FOR AFC ○ ○

b. MAINTENANCE FOR PUMP, MOTOR, ETC. ○ ○

c．CONFIRMATION WITH EQUIPMENT AND PLOT GROUPS FOR AFC MAINTENANCE FLOOR ○ ○

d. PLAN/ RULE FOR PROVISION OF SIDE WALK WAY FOR AFC AND ESCAPE ACCESS FROM AFC ○ ○

MAINTENANCE FLOOR

e．ACCESS TO VALVES, SB, FLANGES, SPRING HANGERS/ SUPPORTS, INSTRUMENT, ELECTRICAL ○ ○

SWITCHES

f. OPERATING STAGE AT BATTERY LIMIT FOR VALVES, SB AND PURGE CONNECTIONS ○ ○

g. INTER-CONNECTING WALK WAY WITH ADJACENT PLATFORM OF STRUCTURE & EQUIPMENT ○ ○

4． STRUCTURAL

ａ．LOCATION OF VERTICAL BRACE AND CONFIRMATION OF VIBRATION FORCE, IF ANY, WITH CIVIL GROUP ○ ○

ｂ．SIZE OF STAGE & WALK WAY AND MAX. LENGTH OF LADDER ○ ○

ｃ．STEP LADDER TO AFC SIDE WALK WAY ○ ○

d. REQUIREMENT OF MAINTENANCE TROLLEY BEAM FOR PUMP AND/OR MOTOR ○ ○

5． INTERFERENCE

ａ．INTERFERENCE BETWEEN PIPING AND COLUMN*, DIRDER*, BEAM*, VERTICAL & HORIZONTAL BRACE, ETC. ○ ○

( * EXPECTED SIZE )

ｂ．LOCATION AND SIZE OF STAGE OPENING FOR PIPING ○ ○

b．INTERFERENCE BETWEEN PIPING AND EQUIPMENT, AUXILIARY EQUIPMENT, INSTRUMENT, CABLE DUCT ETC. ○ ○

（ CHECK ）

DESIGNERLE

DESIGNER

CHECK LISTPIPE RACK LOADING DATA

Appendix-7.1

CDP L 3009 ER

Page 1 of 1

Note for Loads in Longitudinal Direction

・ For 6 m longitudinal span (in longitudinal direction) pipe racks, longitudinal girders are sized

mainly based on slenderness ratios (flexural buckling lengths). Therefore, piping loads less

than 1 ton need not be informed.

　　　

Variation in equivalent load to 1 ton load acting at mid-span of 6m long longitudinal girdersVariation in equivalent load to 1 ton load acting at mid-span of 6m long longitudinal girdersVariation in equivalent load to 1 ton load acting at mid-span of 6m long longitudinal girdersVariation in equivalent load to 1 ton load acting at mid-span of 6m long longitudinal girders

is shown in this APPENDIX. 　　is shown in this APPENDIX. 　　is shown in this APPENDIX. 　　is shown in this APPENDIX. 　　

PIPE MATERIAL INSULATION

( Note 1 ) ( Note 2 )

CASE : 1 ・　・　・　・ C.S NON

CASE : 2 ・　・　・　・ C.S 50mm

CASE : 3 ・　・　・　・ C.S 100mm

Notes :

1 PIPE : ASME standard

2 INSULATION : Heat insulator made of calcium silicate

INDEX

Variation in Load Which is Equivalent to Load of 1 Ton Applied atVariation in Load Which is Equivalent to Load of 1 Ton Applied atVariation in Load Which is Equivalent to Load of 1 Ton Applied atVariation in Load Which is Equivalent to Load of 1 Ton Applied atMidpoint of 6 m Long Longitudinal GirderMidpoint of 6 m Long Longitudinal GirderMidpoint of 6 m Long Longitudinal GirderMidpoint of 6 m Long Longitudinal Girder

Page 1 of 2

Appendix-7.2CDP L 3009 ER

REV NO.：0

DATE：4/30'99

CASE : 1CASE : 1CASE : 1CASE : 1 MADE BY：Y,SHITAYA

SPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITYSPECIFIC GRAVITY

0000 0.50.50.50.5 1.01.01.01.0

PIPE WALL INS. ① ② ③ ① + ② + ② ③ ① + ② + ② ③ ① + ② + REMARKS

SIZE THK THK PIPE FLUID INSULATION ③ FLUID INSULATION ③ FLUID INSULATION ③

(NPS) (Sch No) WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT WEIGHT

(mm) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m) (kg/m)

160 0 11.1 0.0 0 11.1 14 ( 0.93 TON) 0.7 0 11.8 14 ( 0.99 TON) 1.5 0 12.6 13 ( 0.98 TON)

2 80 0 7.5 0.0 0 7.5 21 ( 0.94 TON) 1.0 0 8.4 19 ( 0.96 TON) 1.9 0 9.4 17 ( 0.96 TON)

40 0 5.4 0.0 0 5.4 29 ( 0.95 TON) 1.1 0 6.5 25 ( 0.98 TON) 2.2 0 7.6 21 ( 0.96 TON)

160 0 21.4 0.0 0 21.4 7 ( 0.90 TON) 1.8 0 23.1 7 ( 0.97 TON) 3.5 0 24.9 6 ( 0.90 TON)

3 80 0 15.3 0.0 0 15.3 9 ( 0.82 TON) 2.1 0 17.4 9 ( 0.94 TON) 4.3 0 19.6 8 ( 0.94 TON)

40 0 11.3 0.0 0 11.3 14 ( 0.95 TON) 2.4 0 13.7 12 ( 0.99 TON) 4.8 0 16.1 10 ( 0.97 TON)

160 0 33.6 0.0 0 33.6 4 ( 0.81 TON) 3.0 0 36.6 4 ( 0.88 TON) 6.0 0 39.5 4 ( 0.95 TON)

4 80 0 22.4 0.0 0 22.4 7 ( 0.94 TON) 3.7 0 26.1 6 ( 0.94 TON) 7.4 0 29.8 5 ( 0.89 TON)

40 0 16.0 0.0 0 16.0 10 ( 0.96 TON) 4.1 0 20.1 8 ( 0.97 TON) 8.2 0 24.2 6 ( 0.87 TON)

160 0 66.0 0.0 0 66.0 2 ( 0.79 TON) 6.5 0 72.5 2 ( 0.87 TON) 13.0 0 79.0 2 ( 0.95 TON)

6 80 0 41.8 0.0 0 41.8 3 ( 0.75 TON) 8.1 0 49.9 3 ( 0.90 TON) 16.1 0 57.9 2 ( 0.70 TON)

40 0 27.7 0.0 0 27.7 5 ( 0.83 TON) 9.0 0 36.6 4 ( 0.88 TON) 17.9 0 45.6 3 ( 0.82 TON)

160 0 109.6 0.0 0 109.6 1 ( 0.66 TON) 11.4 0 121.0 1 ( 0.73 TON) 22.8 0 132.4 1 ( 0.79 TON)

8 80 0 63.8 0.0 0 63.8 2 ( 0.77 TON) 14.3 0 78.1 2 ( 0.94 TON) 28.6 0 92.4 1 ( 0.55 TON)

40 0 42.1 0.0 0 42.1 3 ( 0.76 TON) 15.7 0 57.8 2 ( 0.69 TON) 31.4 0 73.5 2 ( 0.88 TON)

80 0 94.0 0.0 0 94.0 1 ( 0.56 TON) 22.1 0 116.0 1 ( 0.70 TON) 44.2 0 138.1 1 ( 0.83 TON)

10 40 0 59.2 0.0 0 59.2 2 ( 0.71 TON) 24.3 0 83.5 1 ( 0.50 TON) 48.6 0 107.8 1 ( 0.65 TON)

20 0 41.2 0.0 0 41.2 4 ( 0.99 TON) 25.5 0 66.6 2 ( 0.80 TON) 50.9 0 92.1 1 ( 0.55 TON)

80 0 129.2 0.0 0 129.2 1 ( 0.78 TON) 31.6 0 160.8 1 ( 0.96 TON) 63.2 0 192.4 0 ( 0.00 TON)

12 40 0 78.3 0.0 0 78.3 2 ( 0.94 TON) 34.8 0 113.1 1 ( 0.68 TON) 69.7 0 148.0 1 ( 0.89 TON)

20 0 49.3 0.0 0 49.3 3 ( 0.89 TON) 36.7 0 86.0 1 ( 0.52 TON) 73.4 0 122.7 1 ( 0.74 TON)

80 0 157.7 0.0 0 157.7 1 ( 0.95 TON) 39.6 0 197.3 0 ( 0.00 TON) 79.2 0 236.9 0 ( 0.00 TON)

14 40 0 94.3 0.0 0 94.3 1 ( 0.57 TON) 43.7 0 138.0 1 ( 0.83 TON) 87.3 0 181.6 0 ( 0.00 TON)

20 0 67.7 0.0 0 67.7 2 ( 0.81 TON) 45.3 0 113.1 1 ( 0.68 TON) 90.7 0 158.4 1 ( 0.95 TON)

80 0 203.2 0.0 0 203.2 0 ( 0.00 TON) 51.9 0 255.1 0 ( 0.00 TON) 103.8 0 307.0 0 ( 0.00 TON)

MIN. LINE

QUANT.QUANT.

MIN. LINE MIN. LINE

QUANT.

PIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLE(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton) NON INSULATION

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16 40 0 123.3 0.0 0 123.3 1 ( 0.74 TON) 57.0 0 180.3 0 ( 0.00 TON) 114.0 0 237.3 0 ( 0.00 TON)

20 0 77.6 0.0 0 77.6 2 ( 0.93 TON) 59.9 0 137.6 1 ( 0.83 TON) 119.8 0 197.5 0 ( 0.00 TON)

80 0 254.4 0.0 0 254.4 0 ( 0.00 TON) 65.9 0 320.3 0 ( 0.00 TON) 131.8 0 386.1 0 ( 0.00 TON)

18 40 0 156.2 0.0 0 156.2 1 ( 0.94 TON) 72.1 0 228.3 0 ( 0.00 TON) 144.3 0 300.5 0 ( 0.00 TON)

20 0 87.5 0.0 0 87.5 1 ( 0.53 TON) 76.5 0 164.0 1 ( 0.98 TON) 153.0 0 240.6 0 ( 0.00 TON)

80 0 311.3 0.0 0 311.3 0 ( 0.00 TON) 81.5 0 392.8 0 ( 0.00 TON) 163.0 0 474.3 0 ( 0.00 TON)

20 40 0 183.6 0.0 0 183.6 0 ( 0.00 TON) 89.7 0 273.2 0 ( 0.00 TON) 179.3 0 362.9 0 ( 0.00 TON)

20 0 116.8 0.0 0 116.8 1 ( 0.70 TON) 93.9 0 210.7 0 ( 0.00 TON) 187.8 0 304.6 0 ( 0.00 TON)

80 0 442.3 0.0 0 442.3 0 ( 0.00 TON) 117.8 0 560.1 0 ( 0.00 TON) 235.5 0 677.9 0 ( 0.00 TON)

24 40 0 255.5 0.0 0 255.5 0 ( 0.00 TON) 129.7 0 385.2 0 ( 0.00 TON) 259.3 0 514.8 0 ( 0.00 TON)

20 0 140.6 0.0 0 140.6 1 ( 0.84 TON) 137.0 0 277.6 0 ( 0.00 TON) 274.0 0 414.5 0 ( 0.00 TON)

80 0 525.2 0.0 0 525.2 0 ( 0.00 TON) 137.8 0 663.0 0 ( 0.00 TON) 275.6 0 800.9 0 ( 0.00 TON)

26 40 0 299.0 0.0 0 299.0 0 ( 0.00 TON) 152.2 0 451.2 0 ( 0.00 TON) 304.4 0 603.4 0 ( 0.00 TON)

20 0 202.9 0.0 0 202.9 0 ( 0.00 TON) 158.3 0 361.2 0 ( 0.00 TON) 316.7 0 519.6 0 ( 0.00 TON)

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160 11.1 0.0 3.9 15.0 11 ( 0.99 TON) 0.7 3.9 15.7 10 ( 0.94 TON) 1.5 3.9 16.4 10 ( 0.99 TON)

2 80 50 7.5 0.0 3.9 11.3 14 ( 0.95 TON) 1.0 3.9 12.3 13 ( 0.96 TON) 1.9 3.9 13.3 12 ( 0.95 TON)

40 5.4 0.0 3.9 9.3 17 ( 0.95 TON) 1.1 3.9 10.4 15 ( 0.94 TON) 2.2 3.9 11.5 14 ( 0.97 TON)

160 21.4 0.0 4.7 26.1 6 ( 0.94 TON) 1.8 4.7 27.9 5 ( 0.84 TON) 3.5 4.7 29.6 5 ( 0.89 TON)

3 80 50 15.3 0.0 4.7 20.0 8 ( 0.96 TON) 2.1 4.7 22.2 7 ( 0.93 TON) 4.3 4.7 24.3 6 ( 0.88 TON)

40 11.3 0.0 4.7 16.1 10 ( 0.96 TON) 2.4 4.7 18.5 8 ( 0.89 TON) 4.8 4.7 20.9 7 ( 0.88 TON)

160 33.6 0.0 5.5 39.1 4 ( 0.94 TON) 3.0 5.5 42.1 3 ( 0.76 TON) 6.0 5.5 45.1 3 ( 0.81 TON)

4 80 50 22.4 0.0 5.5 27.9 5 ( 0.84 TON) 3.7 5.5 31.6 5 ( 0.95 TON) 7.4 5.5 35.3 4 ( 0.85 TON)

40 16.0 0.0 5.5 21.5 7 ( 0.90 TON) 4.1 5.5 25.6 6 ( 0.92 TON) 8.2 5.5 29.8 5 ( 0.89 TON)

160 66.0 0.0 7.1 73.0 2 ( 0.88 TON) 6.5 7.1 79.6 2 ( 0.95 TON) 13.0 7.1 86.1 1 ( 0.52 TON)

6 80 50 41.8 0.0 7.1 48.9 3 ( 0.88 TON) 8.1 7.1 56.9 2 ( 0.68 TON) 16.1 7.1 65.0 2 ( 0.78 TON)

40 27.7 0.0 7.1 34.7 4 ( 0.83 TON) 9.0 7.1 43.7 3 ( 0.79 TON) 17.9 7.1 52.7 3 ( 0.95 TON)

160 109.6 0.0 8.6 118.3 1 ( 0.71 TON) 11.4 8.6 129.6 1 ( 0.78 TON) 22.8 8.6 141.0 1 ( 0.85 TON)

8 80 50 63.8 0.0 8.6 72.4 2 ( 0.87 TON) 14.3 8.6 86.7 1 ( 0.52 TON) 28.6 8.6 101.0 1 ( 0.61 TON)

40 42.1 0.0 8.6 50.7 3 ( 0.91 TON) 15.7 8.6 66.4 2 ( 0.80 TON) 31.4 8.6 82.1 2 ( 0.99 TON)

80 94.0 0.0 10.2 104.1 1 ( 0.62 TON) 22.1 10.2 126.2 1 ( 0.76 TON) 44.2 10.2 148.3 1 ( 0.89 TON)

10 40 50 59.2 0.0 10.2 69.4 2 ( 0.83 TON) 24.3 10.2 93.7 1 ( 0.56 TON) 48.6 10.2 118.0 1 ( 0.71 TON)

20 41.2 0.0 10.2 51.4 3 ( 0.92 TON) 25.5 10.2 76.8 2 ( 0.92 TON) 50.9 10.2 102.3 1 ( 0.61 TON)

80 129.2 0.0 11.7 140.9 1 ( 0.85 TON) 31.6 11.7 172.5 0 ( 0.00 TON) 63.2 11.7 204.2 0 ( 0.00 TON)

12 40 50 78.3 0.0 11.7 90.0 1 ( 0.54 TON) 34.8 11.7 124.9 1 ( 0.75 TON) 69.7 11.7 159.7 1 ( 0.96 TON)

20 49.3 0.0 11.7 61.0 2 ( 0.73 TON) 36.7 11.7 97.7 1 ( 0.59 TON) 73.4 11.7 134.4 1 ( 0.81 TON)

80 157.7 0.0 12.9 170.6 0 ( 0.00 TON) 39.6 12.9 210.2 0 ( 0.00 TON) 79.2 12.9 249.8 0 ( 0.00 TON)

14 40 50 94.3 0.0 12.9 107.2 1 ( 0.64 TON) 43.7 12.9 150.8 1 ( 0.90 TON) 87.3 12.9 194.5 0 ( 0.00 TON)

20 67.7 0.0 12.9 80.6 2 ( 0.97 TON) 45.3 12.9 125.9 1 ( 0.76 TON) 90.7 12.9 171.3 0 ( 0.00 TON)

80 203.2 0.0 14.4 217.6 0 ( 0.00 TON) 51.9 14.4 269.5 0 ( 0.00 TON) 103.8 14.4 321.4 0 ( 0.00 TON)

16 40 50 123.3 0.0 14.4 137.7 1 ( 0.83 TON) 57.0 14.4 194.7 0 ( 0.00 TON) 114.0 14.4 251.7 0 ( 0.00 TON)

20 77.6 0.0 14.4 92.0 1 ( 0.55 TON) 59.9 14.4 152.0 1 ( 0.91 TON) 119.8 14.4 211.9 0 ( 0.00 TON)

MIN. LINE

QUANT.QUANT.

MIN. LINE MIN. LINE

QUANT.

PIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLEPIPING MIN. LINE QUANTITY TABLE(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton)(FOR SPAN:6m TARGET Wt:1ton) INSULATION:50mm

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MIN. LINE

QUANT.QUANT.

MIN. LINE MIN. LINE

QUANT.


80 254.4 0.0 16.0 270.3 0 ( 0.00 TON) 65.9 16.0 336.2 0 ( 0.00 TON) 131.8 16.0 402.1 0 ( 0.00 TON)

18 40 50 156.2 0.0 16.0 172.2 0 ( 0.00 TON) 72.1 16.0 244.3 0 ( 0.00 TON) 144.3 16.0 316.4 0 ( 0.00 TON)

20 87.5 0.0 16.0 103.5 1 ( 0.62 TON) 76.5 16.0 180.0 0 ( 0.00 TON) 153.0 16.0 256.5 0 ( 0.00 TON)

80 311.3 0.0 17.5 328.8 0 ( 0.00 TON) 81.5 17.5 410.3 0 ( 0.00 TON) 163.0 17.5 491.8 0 ( 0.00 TON)

20 40 50 183.6 0.0 17.5 201.1 0 ( 0.00 TON) 89.7 17.5 290.7 0 ( 0.00 TON) 179.3 17.5 380.4 0 ( 0.00 TON)

20 116.8 0.0 17.5 134.3 1 ( 0.81 TON) 93.9 17.5 228.2 0 ( 0.00 TON) 187.8 17.5 322.1 0 ( 0.00 TON)

80 442.3 0.0 20.6 462.9 0 ( 0.00 TON) 117.8 20.6 580.7 0 ( 0.00 TON) 235.5 20.6 698.5 0 ( 0.00 TON)

24 40 50 255.5 0.0 20.6 276.1 0 ( 0.00 TON) 129.7 20.6 405.8 0 ( 0.00 TON) 259.3 20.6 535.5 0 ( 0.00 TON)

20 140.6 0.0 20.6 161.2 1 ( 0.97 TON) 137.0 20.6 298.2 0 ( 0.00 TON) 274.0 20.6 435.2 0 ( 0.00 TON)

80 525.2 0.0 22.2 547.4 0 ( 0.00 TON) 137.8 22.2 685.2 0 ( 0.00 TON) 275.6 22.2 823.0 0 ( 0.00 TON)

26 40 50 299.0 0.0 22.2 321.2 0 ( 0.00 TON) 152.2 22.2 473.4 0 ( 0.00 TON) 304.4 22.2 625.6 0 ( 0.00 TON)

20 202.9 0.0 22.2 225.0 0 ( 0.00 TON) 158.3 22.2 383.4 0 ( 0.00 TON) 316.7 22.2 541.7 0 ( 0.00 TON)

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160 11.1 0.0 9.2 20.3 8 ( 0.97 TON) 0.7 9.2 21.0 7 ( 0.88 TON) 1.5 9.2 21.7 7 ( 0.91 TON)

2 80 100 7.5 0.0 9.2 16.6 9 ( 0.90 TON) 1.0 9.2 17.6 9 ( 0.95 TON) 1.9 9.2 18.6 8 ( 0.89 TON)

40 5.4 0.0 9.2 14.6 11 ( 0.96 TON) 1.1 9.2 15.7 10 ( 0.94 TON) 2.2 9.2 16.8 9 ( 0.91 TON)

160 21.4 0.0 10.6 32.0 5 ( 0.96 TON) 1.8 10.6 33.7 4 ( 0.81 TON) 3.5 10.6 35.5 4 ( 0.85 TON)

3 80 100 15.3 0.0 10.6 25.9 6 ( 0.93 TON) 2.1 10.6 28.0 5 ( 0.84 TON) 4.3 10.6 30.2 5 ( 0.91 TON)

40 11.3 0.0 10.6 22.0 7 ( 0.92 TON) 2.4 10.6 24.4 6 ( 0.88 TON) 4.8 10.6 26.8 6 ( 0.96 TON)

160 33.6 0.0 11.9 45.5 3 ( 0.82 TON) 3.0 11.9 48.5 3 ( 0.87 TON) 6.0 11.9 51.5 3 ( 0.93 TON)

4 80 100 22.4 0.0 11.9 34.3 4 ( 0.82 TON) 3.7 11.9 38.0 4 ( 0.91 TON) 7.4 11.9 41.7 3 ( 0.75 TON)

40 16.0 0.0 11.9 27.9 5 ( 0.84 TON) 4.1 11.9 32.0 5 ( 0.96 TON) 8.2 11.9 36.2 4 ( 0.87 TON)

160 66.0 0.0 14.5 80.5 2 ( 0.97 TON) 6.5 14.5 87.0 1 ( 0.52 TON) 13.0 14.5 93.5 1 ( 0.56 TON)

6 80 100 41.8 0.0 14.5 56.3 2 ( 0.68 TON) 8.1 14.5 64.4 2 ( 0.77 TON) 16.1 14.5 72.4 2 ( 0.87 TON)

40 27.7 0.0 14.5 42.2 3 ( 0.76 TON) 9.0 14.5 51.1 3 ( 0.92 TON) 17.9 14.5 60.1 2 ( 0.72 TON)

160 109.6 0.0 17.1 126.7 1 ( 0.76 TON) 11.4 17.1 138.1 1 ( 0.83 TON) 22.8 17.1 149.5 1 ( 0.90 TON)

8 80 100 63.8 0.0 17.1 80.9 2 ( 0.97 TON) 14.3 17.1 95.2 1 ( 0.57 TON) 28.6 17.1 109.5 1 ( 0.66 TON)

40 42.1 0.0 17.1 59.2 2 ( 0.71 TON) 15.7 17.1 74.9 2 ( 0.90 TON) 31.4 17.1 90.6 1 ( 0.54 TON)

80 94.0 0.0 19.7 113.7 1 ( 0.68 TON) 22.1 19.7 135.8 1 ( 0.81 TON) 44.2 19.7 157.8 1 ( 0.95 TON)

10 40 100 59.2 0.0 19.7 78.9 2 ( 0.95 TON) 24.3 19.7 103.2 1 ( 0.62 TON) 48.6 19.7 127.5 1 ( 0.77 TON)

20 41.2 0.0 19.7 60.9 2 ( 0.73 TON) 25.5 19.7 86.4 1 ( 0.52 TON) 50.9 19.7 111.8 1 ( 0.67 TON)

80 129.2 0.0 22.3 151.5 1 ( 0.91 TON) 31.6 22.3 183.1 0 ( 0.00 TON) 63.2 22.3 214.7 0 ( 0.00 TON)

12 40 100 78.3 0.0 22.3 100.6 1 ( 0.60 TON) 34.8 22.3 135.4 1 ( 0.81 TON) 69.7 22.3 170.3 0 ( 0.00 TON)

20 49.3 0.0 22.3 71.6 2 ( 0.86 TON) 36.7 22.3 108.3 1 ( 0.65 TON) 73.4 22.3 145.0 1 ( 0.87 TON)

80 157.7 0.0 24.2 181.9 0 ( 0.00 TON) 39.6 24.2 221.5 0 ( 0.00 TON) 79.2 24.2 261.1 0 ( 0.00 TON)

14 40 100 94.3 0.0 24.2 118.5 1 ( 0.71 TON) 43.7 24.2 162.1 1 ( 0.97 TON) 87.3 24.2 205.8 0 ( 0.00 TON)

20 67.7 0.0 24.2 91.9 1 ( 0.55 TON) 45.3 24.2 137.3 1 ( 0.82 TON) 90.7 24.2 182.6 0 ( 0.00 TON)

80 203.2 0.0 26.8 230.0 0 ( 0.00 TON) 51.9 26.8 281.9 0 ( 0.00 TON) 103.8 26.8 333.8 0 ( 0.00 TON)

16 40 100 123.3 0.0 26.8 150.1 1 ( 0.90 TON) 57.0 26.8 207.1 0 ( 0.00 TON) 114.0 26.8 264.1 0 ( 0.00 TON)

20 77.6 0.0 26.8 104.4 1 ( 0.63 TON) 59.9 26.8 164.3 1 ( 0.99 TON) 119.8 26.8 224.2 0 ( 0.00 TON)

MIN. LINE

QUANT.QUANT.

MIN. LINE MIN. LINE

QUANT.


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MIN. LINE

QUANT.QUANT.

MIN. LINE MIN. LINE

QUANT.


80 254.4 0.0 29.4 283.7 0 ( 0.00 TON) 65.9 29.4 349.6 0 ( 0.00 TON) 131.8 29.4 415.5 0 ( 0.00 TON)

18 40 100 156.2 0.0 29.4 185.6 0 ( 0.00 TON) 72.1 29.4 257.7 0 ( 0.00 TON) 144.3 29.4 329.8 0 ( 0.00 TON)

20 87.5 0.0 29.4 116.9 1 ( 0.70 TON) 76.5 29.4 193.4 0 ( 0.00 TON) 153.0 29.4 269.9 0 ( 0.00 TON)

80 311.3 0.0 31.9 343.3 0 ( 0.00 TON) 81.5 31.9 424.8 0 ( 0.00 TON) 163.0 31.9 506.3 0 ( 0.00 TON)

20 40 100 183.6 0.0 31.9 215.5 0 ( 0.00 TON) 89.7 31.9 305.1 0 ( 0.00 TON) 179.3 31.9 394.8 0 ( 0.00 TON)

20 116.8 0.0 31.9 148.7 1 ( 0.89 TON) 93.9 31.9 242.6 0 ( 0.00 TON) 187.8 31.9 336.5 0 ( 0.00 TON)

80 442.3 0.0 37.1 479.5 0 ( 0.00 TON) 117.8 37.1 597.2 0 ( 0.00 TON) 235.5 37.1 715.0 0 ( 0.00 TON)

24 40 100 255.5 0.0 37.1 292.7 0 ( 0.00 TON) 129.7 37.1 422.3 0 ( 0.00 TON) 259.3 37.1 552.0 0 ( 0.00 TON)

20 140.6 0.0 37.1 177.7 0 ( 0.00 TON) 137.0 37.1 314.7 0 ( 0.00 TON) 274.0 37.1 451.7 0 ( 0.00 TON)

80 525.2 0.0 39.7 564.9 0 ( 0.00 TON) 137.8 39.7 702.7 0 ( 0.00 TON) 275.6 39.7 840.6 0 ( 0.00 TON)

26 40 100 299.0 0.0 39.7 338.7 0 ( 0.00 TON) 152.2 39.7 490.9 0 ( 0.00 TON) 304.4 39.7 643.2 0 ( 0.00 TON)

20 202.9 0.0 39.7 242.6 0 ( 0.00 TON) 158.3 39.7 400.9 0 ( 0.00 TON) 316.7 39.7 559.3 0 ( 0.00 TON)

Appendix-8.1

CDP L 3009 ER0

Page 1 of 1

Data in Actual Projects ( Piping Data in Weight/ m2 )Data in Actual Projects ( Piping Data in Weight/ m2 )Data in Actual Projects ( Piping Data in Weight/ m2 )Data in Actual Projects ( Piping Data in Weight/ m2 )

INDEX

JOB NO. ATTACHMENT NO.

TCP : TURKMENBASHI CCR PLATFORMER PROJECT 51067 ・　・　・　・ 1

SSP : SHARQ EXPANSION PROJECT 71003 ・　・　・　・ 2

QMM : METHANOL / MTBE PROJECT 51073 ・　・　・　・ 3

GKD : KAWASAKI DEVELOPMENT PROJECT 62445 ・　・　・　・ 4

BZP : ベンゼン低減設備建設工事 62477 ・　・　・　・ 5

PROJECT NAME

Page 1 of 2

Appendix-8.2CDP L 3009 ER0

PROJECT:PROJECT:PROJECT:PROJECT: TCPTCPTCPTCPJOB NO :JOB NO :JOB NO :JOB NO : 51067510675106751067

PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )PROCESS MAIN RACK ( RC-P/R )

SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (MAX.) (m) (B)

① 7000 135 6 21 7 12 (MP STEAM)

5000 200 6 16 7 16 (PROCESS)

② 7000 130 6 18 7 12 (MP STEAM)

5000 135 6 16 7 16 (PROCESS)

A B

EL +7,000

EL +5,000

9,000

Page 2 of 2


PROJECT:PROJECT:PROJECT:PROJECT: TCPTCPTCPTCPJOB NO :JOB NO :JOB NO :JOB NO : 51067510675106751067



①～② 7000 100 6 16 7 12 (MP STEAM)

5000 150 6 22 7 16 (PROCESS)

③ 7000 115 6 13 7 12 (MP STEAM)

5000 145 6 25 7 16 (PROCESS)

④ 7000 120 6 14 7 12 (C. WATER)

5000 140 6 23 7 16 (PROCESS)

⑤ 7000 120 6 16 7 12 (C. WATER)

5000 150 6 23 7 14 (PROCESS)

⑥ 7000 125 6 15 7 12 (C. WATER)

5000 130 4 22 7 12 (PROCESS)

⑦ 7000 130 6 17 7 14 (C. WATER)

5000 130 4 23 7 12 (PROCESS)

⑧ 7000 130 6 17 7 14 (C. WATER)

5000 140 4 14 7 8 (PROCESS)

⑨～⑩ 7000 135 8 14 7 14 (C. WATER)

5000 140 4 13 7 8 (PROCESS)

A B

EL +7,000

EL +5,000

9,000


Page 1 of 1PROJECT:PROJECT:PROJECT:PROJECT: SSPSSPSSPSSPJOB NO :JOB NO :JOB NO :JOB NO : 71003710037100371003

PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )PROCESS MAIN RACK ( STEEL-P/R )


10,300 150 20 1 7 28 (FLARE)

A ～ D 8,800 200 7.2 22 7 24 (PSD)

6,700 150 3.5 35 7 8 (SCP)

10,300 150 20 3 E～F : 11 28 (FLARE)F～H : 6

E ～ I 8,800 200 7.6 18 H～I : 7 24 (PSD)

6,700 150 3.5 33 8 (MEG)

10,300 150 20 1 J～K : 7 28 (FLARE) K～L : 11.5

J ～ M 8,800 150 6.0 11 L～M : 5.5 12 (SCP)M～N : 3.5

6,700 150 5.0 26 16 (CLR)


SECTION ELEVATION W AVE. SIZE LINE QTY LONGITUDINAL SPAN MAX. SIZE REMARKS(kg/m2) (B) (m) (B)

10,300 120 28 1 N～P : 6 28 (FLARE)P～S : 7

N ～ U 8,800 120 6.9 12 S～T : 6 16 (NSB)T～U : 7

6,700 100 4.0 20 8 (MEG)

2 1

GL +10,300

GL +8,800

GL +6,700

9,500

Page 1 of 3


PROJECT:PROJECT:PROJECT:PROJECT: QMMQMMQMMQMMJOB NO :JOB NO :JOB NO :JOB NO : 51073510735107351073



①～⑥ 7000 195 5.6 27 8 22 (SWR) *1

5000 155 3.4 27 8 6 (PL)

⑦～⑰ 7000 210 7.2 25 8 24 (LS) *1

5000 190 3.3 22 8 6 (PL) *1

⑱ 7000 200 7.6 19 8 24 (LS) *1

5000 190 3.3 15 8 6 (PG) *1

⑲ 7000 200 7.6 18 8 24 (LS) *1

5000 210 4.9 15 8 26 (PG) *1

⑳ 7000 200 7.0 21 4 24 (LS) *1

5000 200 4.0 18 4 26 (PG) *1

21 7000 180 7.0 21 8 24 (LS)

5000 150 4.0 17 8 26 (PG)

22 ～ 25 7000 175 7.2 20 8 18 (LS)

5000 140 4.4 18 8 26 (PG)

26 7000 150 7.8 18 8 18 (LS)

5000 125 3.6 19 8 8 (LS)

27 7000 120 6.3 19 8 16 (LS)

5000 125 3.3 18 8 8 (LS)

*1: Piping load is big due to large diameter and heavy wall thickness piping. ( However impact of the piping loads on

structural design was not so big, since pipe rack was RC type and AFC`s were on it. )

A B

GL +7,000

GL +5,000

10,000

Page 2 of 3





①～② 7000 175 7.5 14 8 36 (FL)

5000 175 4.4 16 8 10 (PL)

③ 7000 175 7.5 13 8 36 (FL)

5000 180 8.3 10 8 10 (PL)

④ 7000 175 7.5 13 8 36 (FL)

5000 210 11.5 8 8 20 (PL) *1

⑤ 7000 180 8.5 15 4 36 (FL)

5000 220 11.5 8 4 20 (PL) *1

⑥ 7000 160 8.5 15 8 36 (FL)

5000 250 11.4 9 8 24 (FG) *1

⑦ 7000 175 8.5 15 8 36 (FL)

5000 220 12.0 9 8 24 (FG) *1

⑧ 7000 175 7.5 15 8 36 (FL)

5000 225 13.5 8 8 24 (FG) *1

⑨ 7000 175 8.5 17 8 36 (FL)

5000 235 13.2 10 8 24 (FG) *1

⑩～⑪ 7000 175 8.5 17 8 36 (FL)

5000 185 12.2 11 8 24 (FG)



A B

GL +7,000

GL +5,000

10,000

Page 3 of 3





⑫ 7000 200 9.5 17 8 36 (FL) *1

5000 185 11.3 11 8 30 (PG)

⑬～⑭ 7000 200 8.2 16 8 36 (FL) *1

5000 250 12.8 11 8 30 (PG) *1

⑮～⑯ 7000 215 8.9 18 8 36 (FL) *1

5000 270 14.0 7 8 30 (PG) *1

⑰ 7000 155 6.3 8 8 12 (LS)

5000 205 16.5 5 8 20 (FG) *1



A B

GL +7,000

GL +5,000

10,000


Page 1 of 2PROJECT:PROJECT:PROJECT:PROJECT: GKDGKDGKDGKDJOB NO :JOB NO :JOB NO :JOB NO : 62445624456244562445



9,250 190 8.2 17 A1～A5 : 8 34 (FLARE)A5～A12 : 6

A1～ A16 7,250 170 9.1 15 A12～A16 : 8 28 (M.STEAM)

5,750 170 5.0 26 26 (NITROGEN)

Aa Ab

EL +9,250

EL +7,250

EL +5,750

8,000


Page 2 of 2

PROJECT:PROJECT:PROJECT:PROJECT: GKDGKDGKDGKDJOB NO :JOB NO :JOB NO :JOB NO : 62445624456244562445



Ba ～ Bd 8,000 160 7.9 13 6 26 (MP N2)

6,500 175 6.3 18 6 16 (HP OXYGEN)

Bd ～ Bh 8,000 175 8.3 12 7 26 (MP N2)

6,500 175 6.9 13 7 16 (HP OXYGEN)

B1 B2

EL +8,000

EL +6,500

6,000


Page 1 of 1

PROJECT:PROJECT:PROJECT:PROJECT: BZPBZPBZPBZPJOB NO :JOB NO :JOB NO :JOB NO : 62477624776247762477



①～③ : 6③～④ : 4

①～⑦ 6,200 110 5.1 15 ④～⑤ : 8 14 (WCR)⑤～⑦ : 6

4,700 85 3.3 33 6 (RMT)

B C

EL +6,200

EL +4,700

9,000

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