CN205604289U - A single warehouse underground pipe corridor that can resist large deformation - Google Patents
A single warehouse underground pipe corridor that can resist large deformation Download PDFInfo
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- CN205604289U CN205604289U CN201620378150.0U CN201620378150U CN205604289U CN 205604289 U CN205604289 U CN 205604289U CN 201620378150 U CN201620378150 U CN 201620378150U CN 205604289 U CN205604289 U CN 205604289U
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- pipe gallery
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- underground pipe
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Abstract
Description
技术领域 technical field
本实用新型涉及一种能够抵抗大变形的单仓地下管廊,属于地下综合管廊工程技术领域。The utility model relates to a single warehouse underground pipe gallery capable of resisting large deformation, which belongs to the technical field of underground comprehensive pipe gallery engineering.
背景技术 Background technique
地下综合管廊是指在城市地下用于集中敷设电力、通信、广播电视、给水、排水、热力、燃气等市政管线的公共隧道。我国正处在城镇化快速发展时期,地下基础设施建设滞后。推进城市地下综合管廊建设,统筹各类市政管线规划、建设和管理,解决反复开挖路面、架空线网密集、管线事故频发等问题,有利于保障城市安全、完善城市功能、美化城市景观、促进城市集约高效和转型发展,有利于提高城市综合承载能力和城镇化发展质量,有利于增加公共产品有效投资、拉动社会资本投入、打造经济发展新动力。普通箱型地下综合管廊是一种很好的抗变形结构,主体结构为箱型结构,这种结构的主要优点是结构整体性好,刚度大,抗变形能力强,基底应力小,适合于地基承载力低,不均匀沉降大的条件,但是现有普通箱型地下综合管廊为了提高抗变形能力,采用厚板围合而成的框架,存在截面尺寸过大、材料用量多、成本过高的问题。如何在保证地下综合管廊安全的情况下,提高材料利用率,减少资源的浪费是一个急需解决的问题。Underground comprehensive pipe gallery refers to the public tunnels used for centralized laying of municipal pipelines such as electricity, communications, radio and television, water supply, drainage, heat, and gas underground in cities. my country is in a period of rapid urbanization, and the construction of underground infrastructure lags behind. Promote the construction of urban underground comprehensive pipeline corridors, coordinate the planning, construction and management of various municipal pipelines, and solve problems such as repeated excavation of road surfaces, dense overhead line networks, and frequent pipeline accidents, which is conducive to ensuring urban security, improving urban functions, and beautifying urban landscapes , Promoting the intensive, efficient and transformational development of cities is conducive to improving the comprehensive carrying capacity of cities and the quality of urbanization development, and is conducive to increasing effective investment in public products, stimulating social capital investment, and creating new drivers of economic development. Ordinary box-type underground comprehensive pipe gallery is a good anti-deformation structure. The main structure is a box-type structure. The main advantages of this structure are good structural integrity, high rigidity, strong deformation resistance, and small base stress. It is suitable for The foundation has low bearing capacity and large uneven settlement. However, in order to improve the anti-deformation capacity of the existing ordinary box-type underground comprehensive pipe gallery, the frame enclosed by thick plates has problems of excessive cross-sectional size, large amount of materials, and excessive cost. high question. How to improve the utilization rate of materials and reduce the waste of resources while ensuring the safety of the underground utility tunnel is an urgent problem to be solved.
实用新型内容 Utility model content
本实用新型的目的在于,提供一种能够抵抗大变形的单仓地下管廊。以提高材料利用率,减少资源的浪费。克服现有技术的不足。The purpose of the utility model is to provide a single warehouse underground pipe gallery which can resist large deformation. In order to improve the utilization rate of materials and reduce the waste of resources. Overcome the deficiencies of the prior art.
本实用新型的技术方案:Technical scheme of the utility model:
一种能够抵抗大变形的单仓地下管廊,所述单仓地下管廊由一组首尾相接的单元管廊构成,单仓地下管廊每20米设有一个伸缩缝;所述单元管廊包括一块底板,两块侧板和一块顶板构成;底板的顶面和顶板的底面两侧分别设有定位槽,两块侧板垂直立在底板的定位槽内,两块侧板的顶面与顶板底面的定位槽连接,形成单元管廊;底板、侧板和顶板内设有一组平行且均匀设置的钢管,钢管。A single warehouse underground pipe gallery capable of resisting large deformation, the single warehouse underground pipe gallery is composed of a group of end-to-end unit pipe galleries, and the single warehouse underground pipe gallery is provided with an expansion joint every 20 meters; the unit pipe gallery The corridor consists of a bottom plate, two side plates and a top plate; the top surface of the bottom plate and the two sides of the bottom surface of the top plate are respectively provided with positioning grooves, and the two side plates stand vertically in the positioning grooves of the bottom plate, and the top surfaces of the two side plates It is connected with the positioning groove on the bottom surface of the top plate to form a unit pipe gallery; a group of parallel and evenly arranged steel pipes and steel pipes are arranged in the bottom plate, side plates and top plate.
前述单仓地下管廊中,所述底板、侧板和顶板均为钢管混凝土预制件,所述钢管内填充有混凝土。In the aforementioned single warehouse underground pipe gallery, the bottom plate, side plate and roof are all prefabricated steel tube concrete, and the steel tube is filled with concrete.
前述单仓地下管廊中,所述底板、侧板和顶板之间为水泥现浇连接。In the aforementioned single warehouse underground pipe corridor, the connection between the bottom plate, the side plate and the top plate is cement cast-in-place connection.
前述单仓地下管廊中,所述钢管沿单元管廊长度方向垂直设置。In the aforementioned single warehouse underground pipe gallery, the steel pipes are arranged vertically along the length direction of the unit pipe gallery.
前述单仓地下管廊中,所述单仓地下管廊的侧板内侧和底板顶面均设有管路支架,管路支架上设有各种管路。In the above-mentioned single warehouse underground pipe gallery, the inner side of the side plate and the top surface of the bottom plate of the single warehouse underground pipe gallery are provided with pipeline supports, and various pipelines are arranged on the pipeline supports.
与现有技术相比,本实用新型利用钢管框架的整体力学性能,减少了原厚板框架的材料,提高了材料利用率,减了少资源的浪费,同时有效地提高了施工效率,为工程建设进度得到了很好的保证。Compared with the prior art, the utility model utilizes the overall mechanical properties of the steel pipe frame, reduces the material of the original thick plate frame, improves the material utilization rate, reduces the waste of resources, and effectively improves the construction efficiency at the same time. Construction progress is well assured.
附图说明 Description of drawings
图1是本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2是单元管廊的结构示意图;Figure 2 is a schematic diagram of the structure of the unit pipe gallery;
图3是本实用新型的应用示意图。Fig. 3 is a schematic diagram of the application of the utility model.
图中的标记为:1-侧板、2-顶板、3-钢管、4-底板、5-混凝土、6-定位槽、7-单元管廊、8-伸缩缝、9-管路支架、10-管路。The marks in the figure are: 1-side plate, 2-top plate, 3-steel pipe, 4-bottom plate, 5-concrete, 6-locating groove, 7-unit pipe gallery, 8-expansion joint, 9-pipeline support, 10 - pipelines.
具体实施方式 detailed description
下面结合附图和实施例对本实用新型作进一步的详细说明,但不作为对本实用新型的任何限制。The utility model will be further described in detail below in conjunction with the accompanying drawings and embodiments, but not as any limitation to the utility model.
一种能够抵抗大变形的单仓地下管廊,如图1和图2所示,所述单仓地下管廊由一组首尾相接的单元管廊7构成,单仓地下管廊每20米设有一个伸缩缝8;所述单元管廊7包括一块底板4,两块侧板1和一块顶板2构成;底板4的顶面和顶板2的底面两侧分别设有定位槽6,两块侧板1垂直立在底板4的定位槽6内,两块侧板1的顶面与顶板2底面的定位槽6连接,形成单元管廊7;底板4、侧板1和顶板2内设有一组平行且均匀设置的钢管3。底板4、侧板1和顶板2均为钢管混凝土预制件,所述钢管3内填充有混凝土5。底板4、侧板1和顶板2之间为水泥现浇连接。钢管3沿单元管廊7长度方向垂直设置。单仓地下管廊的侧板1内侧和底板4的顶面均设有管路支架9,管路支架9上设有各种管路10。A single warehouse underground pipe gallery that can resist large deformation, as shown in Figure 1 and Figure 2, the single warehouse underground pipe gallery is composed of a group of end-to-end unit pipe gallery 7, and the single warehouse underground pipe gallery is connected every 20 meters An expansion joint 8 is provided; the unit pipe gallery 7 includes a bottom plate 4, two side plates 1 and a top plate 2; the top surface of the bottom plate 4 and the bottom surface of the top plate 2 are respectively provided with positioning grooves 6, two The side plate 1 vertically stands in the positioning groove 6 of the bottom plate 4, and the top surface of the two side plates 1 is connected with the positioning groove 6 on the bottom surface of the top plate 2 to form a unit pipe gallery 7; the bottom plate 4, side plate 1 and top plate 2 are provided with a A group of parallel and evenly arranged steel pipes 3 . The bottom plate 4, the side plate 1 and the top plate 2 are all prefabricated steel tube concrete, and the steel tube 3 is filled with concrete 5. The bottom plate 4, the side plate 1 and the top plate 2 are connected by cement cast-in-place. The steel pipes 3 are arranged vertically along the length direction of the unit pipe gallery 7 . The inner side of the side plate 1 and the top surface of the bottom plate 4 of the single warehouse underground pipe gallery are provided with pipeline supports 9 , and various pipelines 10 are provided on the pipeline supports 9 .
实施例 Example
如图1-3所示,本例能够抵抗大变形的单仓地下管廊沿纵向每20米分一道变形缝,单仓地下管廊包括一组首尾相接的单元管廊7,单元管廊7是由一块底板4,两块侧板1和一块顶板2围合而成的一个矩形框架结构。底板4、侧板1和顶板2采用现浇连接。侧板1与底板4和顶板2是垂直相交的。底板4、侧板1和顶板2内浇筑有钢管3。钢管3内设置与管廊同等级的填充混凝土5。As shown in Figure 1-3, in this example, the single warehouse underground pipe gallery that can resist large deformation is divided into a deformation joint every 20 meters along the longitudinal direction. 7 is a rectangular frame structure surrounded by a base plate 4, two side plates 1 and a top plate 2. The bottom plate 4, the side plate 1 and the top plate 2 are connected by cast-in-place. The side board 1 intersects the bottom board 4 and the top board 2 perpendicularly. Steel pipes 3 are poured into the bottom plate 4 , the side plate 1 and the top plate 2 . Filled concrete 5 of the same level as the pipe gallery is arranged in the steel pipe 3 .
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620378150.0U CN205604289U (en) | 2016-04-29 | 2016-04-29 | A single warehouse underground pipe corridor that can resist large deformation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620378150.0U CN205604289U (en) | 2016-04-29 | 2016-04-29 | A single warehouse underground pipe corridor that can resist large deformation |
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| Publication Number | Publication Date |
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| CN205604289U true CN205604289U (en) | 2016-09-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201620378150.0U Expired - Lifetime CN205604289U (en) | 2016-04-29 | 2016-04-29 | A single warehouse underground pipe corridor that can resist large deformation |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869169A (en) * | 2017-03-30 | 2017-06-20 | 中建五局第三建设有限公司 | Three-dimensional interval construction method for underground comprehensive pipe gallery cabin body |
| CN109403377A (en) * | 2018-12-10 | 2019-03-01 | 重庆大学 | A kind of assembled pipe gallery based on double-deck corrugated sheet steel-concrete combined board |
-
2016
- 2016-04-29 CN CN201620378150.0U patent/CN205604289U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106869169A (en) * | 2017-03-30 | 2017-06-20 | 中建五局第三建设有限公司 | Three-dimensional interval construction method for underground comprehensive pipe gallery cabin body |
| CN106869169B (en) * | 2017-03-30 | 2018-12-07 | 中建五局第三建设有限公司 | Three-dimensional interval construction method for underground comprehensive pipe gallery cabin body |
| CN109403377A (en) * | 2018-12-10 | 2019-03-01 | 重庆大学 | A kind of assembled pipe gallery based on double-deck corrugated sheet steel-concrete combined board |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20160928 |