QM04-02
互 提 中 间 资 料 表
工程名称
设计
详细设计
阶段
资料名称
M1 厂区引桥管廊结构、总图条件（1 版）The structure and general
(或内容)
drawing conditions of the approach bridge pipe gallery in the M1
plant area (version 1)
编号 18S266-DD-TTJ-PI-2210-0004 页数 4
提出日期
2021.6.22
阿尔及利亚斯基克达港改扩建工程
一、管架 1. Pipe rack
1. 管架 J2001~J2004 在现有管沟中，管架宽度 3.8m，高度 0.3m，管架顶标高为 EL1.670，所在地
面标高为 EL1.370，受力情况见下表，管架分布见附图。
1. The pipe rack J2001~J2004 are in the existing pipe trench, the width of the pipe rack is
3.8m, the height is 0.3m, the top elevation of the pipe rack is EL1.670, and the elevation
of the local surface is EL1.370. See the table below for the force situation. See attached
figure for distribution.
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL1.670
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
1.0
/
Operating
6.5
Self weight
4.3
Water test
9.5
2. 管架 J2004a 在现有管沟中，管架宽度 1.5m，高度 2.5m，管架顶标高为 EL3.870，所在地面标高
为 EL1.370，受力情况见下表，管架位置见附图。
2. The pipe frame J2004a is in the existing pipe trench. The pipe frame has a width of 1.5m and a
height of 2.5m. The top elevation of the pipe frame is EL3.870, and the elevation of the site surface is
EL1.370. See the table below for the force conditions, and the position of the pipe frame as shown in
the attached picture. .
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL3.870
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
0.5
/
Operating
1.7
Self weight
1.6
Water test
3.2
3. J2005~J2008 管架宽度为 3.5m，高度 4m，管架顶标高为 EL 7.000，所在地面标高为 EL3.000，
受力情况见下表，管架分布见附图；The width of J2005~J2008 pipe frame is 3.5m, the height is 4m,
the top elevation of the pipe frame is EL 7.000, the elevation of the local surface is EL3.000, the force
condition is shown in the table below, and the pipe frame distribution is shown in the attached picture;
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL7.000
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
1.4
/
Operating
6.5
Self weight
4.3
Water test
9.5
4. HJ2009~HJ2012 为桁架结构，管架立柱净宽 3.5m，其中 HJ2009~HJ2010 支承管道的顶标高为
EL7.000，HJ2009 所在地面标高为 EL3.000，HJ2010 所在地面标高为 EL3.300；HJ2011~HJ2012
支承管道的顶标高为 EL12.250，HJ2011 所在地面标高为 EL4.750，HJ2012 所在地面标高为
EL3.000。桁架间的跨距见附图，需要注意的是 HJ2010 后面需留出管道下翻的空间，如下图所
示：HJ2009~HJ2012 is a truss structure, the net width of the pipe frame column is 3.5m, of which the
top elevation of HJ2009~HJ2010 supporting pipeline is EL7.000, the elevation of HJ2009 location is
EL3.000, the elevation of HJ2010 location is EL3.300; HJ2011~HJ2012 The top elevation of the
supporting pipeline is EL12.250, the elevation of HJ2011 is EL4.750, and the elevation of HJ2012 is
EL3.000. The span between the trusses is shown in the attached figure. It should be noted that there is
a space for the downward turning of the pipe behind HJ2010, as shown in the following figure:
管架受力情况见下表，布置见附图。The force of the pipe frame is shown in the table below, and the
layout is shown in the attached drawing.
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL7.000/EL12.250
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
1.4
/
Operating
6.5
Self weight
4.3
Water test
9.5
桁架顶部需考虑电气仪表槽盒荷载，总荷载按 4kN 考虑，具体分布见附图。The top of the truss needs
to consider the load of the electrical instrument slot box, the total load is considered according to 4kN, and
the specific distribution is shown in the attached picture.
5. J2013~J2022 管架顶标高 EL5.700，管架宽度净宽 3.5m，所在地面标高 EL2.700，管架受力情况
见下表，布置见附图。5. The top elevation of J2013~J2022 pipe frame is EL5.700, the width of the
pipe frame is 3.5m, and the elevation of the site is EL2.700. The force of the pipe frame is shown in
the table below, and the layout is shown in the attached picture.
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL5.700
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
1.4
/
Operating
6.5
Self weight
4.3
Water test
9.5
6. J2023~J2024 管架顶标高 EL5.700，管架宽度净宽 2.0m，所在地面标高 EL2.700，管架受力情况
见下表，布置见附图。6. The top elevation of J2023~J2024 pipe racks is EL5.700, the width of the
pipe racks is 2.0m, and the elevation of the site surface is EL2.700. See the table below for the force of
the pipe racks, and see the attached drawings for the layout.
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL5.700
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
0.9
/
Operating
4.8
Self weight
2.6
Water test
6.4
7. J2025~J2026 管架顶标高 EL5.700，管架宽度净宽 2.0m，所在地面标高 EL2.700，管架受力情况
见下表，布置见附图。7. The top elevation of J2025~J2026 pipe racks is EL5.700, the width of the
pipe racks is 2.0m, and the elevation of the local surface is EL2.700. See the table below for the force
of the pipe racks, and see the attached drawings for the layout.
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL5.700
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
0.5
/
Operating
1.7
Self weight
1.6
Water test
3.2
8. J2027~J2035 管架顶标高 EL5.200，管架宽度净宽 1.5m，所在地面标高 EL2.700，管架受力情况
见下表，布置见附图。8. The top elevation of J2027~J2035 pipe frame is EL5.200, the width of the
pipe frame is 1.5m, and the elevation of the location is EL2.700. See the table below for the force of
the pipe frame, and see the attached picture for the layout.
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL5.200
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
0.5
/
Operating
1.7
Self weight
1.6
Water test
3.2
9. J2036~J2039 管墩顶标高分别是 EL2.988，EL3.018，EL3.032，EL3.062，管墩面长度 0.8m，宽
0.3m，所在地面标高 EL2.700，管墩面预埋通长通宽 10mm 厚钢板，管架受力情况见附图固定架
荷载表，布置见附图。9. The top elevations of J2036~J2039 pipe piers are EL2.988, EL3.018,
EL3.032, EL3.062, the length of the pipe pier is 0.8m, the width is 0.3m, the elevation of the location
is EL2.700, and the pipe pier is pre-embedded. The overall length and width are 10mm thick steel
plate, the pipe frame's stress is shown in the attached diagram, and the layout is shown in the attached
diagram.
10. J2211~J2216 管墩布置于现有管涵中，顶标高 EL1.670，管架宽度净宽 2.550m，所在地面标高
EL1.370，管墩面预埋通长通宽 10mm 厚钢板，管架受力情况见下表，布置见附图。10. J2211~J2216
pipe piers are arranged in existing pipe culverts, the top elevation is EL1.670, the net width of the pipe
frame is 2.550m, the elevation of the site is EL1.370, and the pipe pier surface is pre-embedded with
10mm thick steel plate and pipe. The force of the frame is shown in the table below, and the layout is
shown in the attached drawing.
Number of pipe rack layer
First layer
Pipe rack elevation (m)
EL1.670
Horizontal
force
(kN/m)
Vertical
force
(kN/m)
Axial
Side direction
1.4
/
Operating
6.5
Self weight
4.3
Water test
9.5
11. J2201~J2208 为阀门支墩。11. J2201~J2208 are valve buttresses.
J2203/J2204/J2205/J2206 墩面尺寸为 1×0.8m，墩面预埋通长 10mm 厚钢板；
J2203/J2204/J2205/J2206 pier face size is 1×0.8m, and the pier face is embedded with 10mm thick steel plate;
J2201/J2202/J2207/J2208 墩面尺寸为 0.65×0.5m，墩面预埋通长 10mm 厚钢板。The size of
J2201/J2202/J2207/J2208 pier face is 0.65×0.5m, and the pier face is pre-embedded with 10mm thick steel
plate.
其中 J2201 墩面标高 EL1.622
（地面标高 EL1.370）
；
J2202 墩面标高 EL1.602（地面标高 EL1.370）
；
J2203 墩面标高 EL1.588（地面标高 EL1.370）；J2204 墩面标高 EL1.558（地面标高 EL1.370）；J2205~J2208
墩面标高 EL2.950（地面标高 EL2.700）；所有阀门支墩荷载按 30KN 考虑，阀门支墩分布和定位见附图。
Among them, J2201 pier elevation EL1.622 (ground elevation EL1.370); J2202 pier elevation EL1.602 (ground
elevation EL1.370); J2203 pier elevation EL1.588 (ground elevation EL1.370); J2204 pier elevation EL1.558
(ground elevation EL1.370); J2205~J2208 pier elevation EL2.950 (ground elevation EL2.700); the load of all
valve buttresses is considered as 30KN, and the distribution and positioning of valve buttresses are shown in the
attached drawings.
12. 固定架位置及受力见附图；12. Refer to the attached drawings for the position and force of the fixing
frame
13. 所有管架均考虑设置自控电气电缆支托，相邻电缆支托间跨距不大于 3m，电缆支托间详细设置
见附图中断面图。13. All pipe racks are considered to be equipped with automatic control electrical
cable supports, and the span between adjacent cable supports is not more than 3m. The detailed setting
of the cable supports is shown in the interrupted view of the attached picture.
二、操作平台 2. Operating platform
a)
在 J2001-J2002 之间设一座（L×W）4.5×1m 钢结构平台，平台地面标高为 EL1.370，操作
面标高为 EL3.170，平台均布荷载按 250kg/m2 考虑。平台两侧均设直梯，操作面敷设格栅
板及护栏，边缘设踢脚板，操作钢平台布置详见附图。a) Set up a (L×W) 4.5×1m steel structure
platform between J2001-J2002, the platform ground elevation is EL1.370, the operating surface
elevation is EL3.170, and the uniform load of the platform is considered as 250kg/m2. There are
straight ladders on both sides of the platform, grid panels and guardrails are laid on the operating
surface, skirting boards are provided on the edges, and the layout of the operating steel platform
is shown in the attached drawings.
如有建议和问题，请及时反馈。
需要资料单位 结构、总图
提供资料单位 油工艺
项目经理签收
设计人 曾龙
专业负责人签收
校对人 张炎
专业负责人 李恬
审
核
麦浩荣