CN205604289U - Can resist single storehouse underground pipe gallery of big deformation - Google Patents
Can resist single storehouse underground pipe gallery of big deformation Download PDFInfo
- Publication number
- 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
- Authority
- CN
- China
- Prior art keywords
- pipe gallery
- underground pipe
- single storehouse
- base plate
- top board
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 239000004568 cement Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 description 2
- 241000272165 Charadriidae Species 0.000 description 1
- 239000000567 combustion gas Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a single-bin underground pipe gallery capable of resisting large deformation, which comprises a group of unit pipe galleries (7) connected end to end, wherein each 20 meters of the single-bin underground pipe gallery is provided with an expansion joint (8); the unit pipe gallery comprises a bottom plate (4), two side plates (1) and a top plate (2); positioning grooves (6) are respectively formed in the top surface of the bottom plate and two sides of the bottom surface of the top plate, the two side plates are vertically arranged in the positioning grooves of the bottom plate, and the top surfaces of the two side plates are connected with the positioning grooves in the bottom surface of the top plate to form a unit pipe gallery; a group of parallel and evenly arranged steel pipes (3) are arranged in the bottom plate, the side plates and the top plate. The utility model discloses utilize steel pipe frame's whole mechanical properties, reduced the material of former thick plate frame, improved material utilization, reduced the waste of few resources, improved the efficiency of construction simultaneously effectively, obtained fine assurance for the engineering construction progress.
Description
Technical field
This utility model relates to a kind of single storehouse underground pipe gallery that can resist large deformation, belongs to underground pipe gallery field of engineering technology.
Background technology
Underground pipe gallery refers at Urban Underground for concentrating the public tunnel laying the municipal pipelines such as electric power, communication, radio and television, feedwater, draining, heating power, combustion gas.China is in urbanization fast development period, and underground foundation Facilities Construction is delayed.Urban Underground pipe gallery is advanced to build, plan as a whole the planning of all kinds of municipal pipeline, build and manage, solve repeatedly the problem such as excavated pavement, built on stilts intensive, the pipeline Frequent Accidents of gauze, be conducive to ensureing urban safety, improve city function, beautifying city view, promote that city is intensive efficiently and Transformation Development, be conducive to improving urban carrying capacity and urbanization quality, be conducive to increasing public product effective investment, pulling social capital to put into, make the new power of economic development.Common box underground pipe gallery is a kind of well anti-deformation structure, agent structure is box-structure, the major advantage of this structure is that structural integrity is good, and rigidity is big, and non-deformability is strong, base stress is little, it is suitable for foundation bearing capacity low, the condition that differential settlement is big, but existing common box underground pipe gallery is in order to improve non-deformability, use the framework that encloses of slab, have that sectional dimension is excessive, material usage is many, the problem of high cost.How in the case of ensureing underground pipe gallery safety, improving stock utilization, the waste reducing resource is a urgent problem.
Utility model content
The purpose of this utility model is, it is provided that a kind of single storehouse underground pipe gallery that can resist large deformation.To improve stock utilization, reduce the waste of resource.Overcome the deficiencies in the prior art.
The technical solution of the utility model:
A kind of single storehouse underground pipe gallery that can resist large deformation, described single storehouse underground pipe gallery is made up of one group of end to end unit piping lane, and every 20 meters of single storehouse underground pipe gallery is provided with an expansion joint;Described unit piping lane includes that one piece of base plate, two blocks of side plates and one piece of top board are constituted;The end face of base plate and the bottom surface of top board are respectively provided on two sides with locating slot, and two blocks of side plates vertically stand in the locating slot of base plate, and the end face of two blocks of side plates is connected with the locating slot of top board bottom surface, form unit piping lane;Base plate, side plate be parallel with being provided with one group in top board and the steel pipe that is uniformly arranged, steel pipe.
In the underground pipe gallery of aforementioned single storehouse, described base plate, side plate and top board are concrete filled steel tube prefabricated component, are filled with concrete in described steel pipe.
In the underground pipe gallery of aforementioned single storehouse, it is the cast-in-place connection of cement between described base plate, side plate and top board.
In the underground pipe gallery of aforementioned single storehouse, described steel pipe is vertically arranged along unit piping lane length direction.
In the underground pipe gallery of aforementioned single storehouse, side plate interior sides and the plate top surface of described single storehouse underground pipe gallery are equipped with pipeline support, and pipeline support is provided with various pipeline.
Compared with prior art, this utility model utilizes the overall mechanical property of steel framework, decreases the material of former slab framework, improve stock utilization, subtract the waste of few resource, simultaneously effective improve efficiency of construction, be guaranteed for engineering construction progress.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of unit piping lane;
Fig. 3 is application schematic diagram of the present utility model.
Being labeled as in figure: 1-side plate, 2-top board, 3-steel pipe, 4-base plate, 5-concrete, 6-locating slot, 7-unit piping lane, 8-expansion joint, 9-pipeline support, 10-pipeline.
Detailed description of the invention
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings, but not as to any restriction of the present utility model.
A kind of single storehouse underground pipe gallery that can resist large deformation, as depicted in figs. 1 and 2, described single storehouse underground pipe gallery is made up of one group of end to end unit piping lane 7, and every 20 meters of single storehouse underground pipe gallery is provided with an expansion joint 8;Described unit piping lane 7 includes that one piece of base plate 4, two blocks of side plates 1 and one piece of top board 2 are constituted;The end face of base plate 4 and the bottom surface of top board 2 are respectively provided on two sides with locating slot 6, and two blocks of side plates 1 vertically stand in the locating slot 6 of base plate 4, and the end face of two blocks of side plates 1 is connected with the locating slot 6 of top board 2 bottom surface, form unit piping lane 7;Base plate 4, side plate 1 be parallel with being provided with one group in top board 2 and the steel pipe 3 that is uniformly arranged.Base plate 4, side plate 1 and top board 2 are concrete filled steel tube prefabricated component, are filled with concrete 5 in described steel pipe 3.It it is the cast-in-place connection of cement between base plate 4, side plate 1 and top board 2.Steel pipe 3 is vertically arranged along unit piping lane 7 length direction.Inside the side plate 1 of single storehouse underground pipe gallery, the end face with base plate 4 is equipped with pipeline support 9, and pipeline support 9 is provided with various pipeline 10.
Embodiment
As Figure 1-3, this example can resist single storehouse underground pipe gallery of large deformation along longitudinally every 20 meters of points of one movement joints, single storehouse underground pipe gallery includes one group of end to end unit piping lane 7, and unit piping lane 7 is the rectangular frame structure enclosed by one piece of base plate 4, two blocks of side plates 1 and one piece of top board 2.Base plate 4, side plate 1 and top board 2 use cast-in-place connection.Side plate 1 intersects vertically with base plate 4 and top board 2.Steel pipe 3 has been poured in base plate 4, side plate 1 and top board 2.Fill concrete 5 with piping lane ad eundem is set in steel pipe 3.
Claims (5)
1. the single storehouse underground pipe gallery that can resist large deformation, it is characterised in that: described single storehouse underground pipe gallery is made up of one group of end to end unit piping lane (7), and every 20 meters of single storehouse underground pipe gallery is provided with an expansion joint (8);Described unit piping lane (7) includes that one piece of base plate (4), two pieces of side plates (1) and one piece of top board (2) are constituted;The end face of base plate (4) and the bottom surface of top board (2) are respectively provided on two sides with locating slot (6), two pieces of side plates (1) vertically stand in the locating slot (6) of base plate (4), the end face of two pieces of side plates (1) is connected with the locating slot (6) of top board (2) bottom surface, forms unit piping lane (7);Base plate (4), side plate (1) be parallel with being provided with one group in top board (2) and the steel pipe (3) that is uniformly arranged.
Single storehouse underground pipe gallery of large deformation can be resisted the most according to claim 1, it is characterised in that: described base plate (4), side plate (1) and top board (2) are concrete filled steel tube prefabricated component, are filled with concrete (5) in described steel pipe (3).
Single storehouse underground pipe gallery of large deformation can be resisted the most according to claim 1, it is characterised in that: it is the cast-in-place connection of cement between described base plate (4), side plate (1) and top board (2).
Single storehouse underground pipe gallery of large deformation can be resisted the most according to claim 1, it is characterised in that: described steel pipe (3) is vertically arranged along unit piping lane (7) length direction.
Single storehouse underground pipe gallery of large deformation can be resisted the most according to claim 1, it is characterized in that: side plate (1) inner side of described single storehouse underground pipe gallery and the end face of base plate (4) are equipped with pipeline support (9), and pipeline support (9) is provided with various pipeline (10).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620378150.0U CN205604289U (en) | 2016-04-29 | 2016-04-29 | Can resist single storehouse underground pipe gallery of big deformation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620378150.0U CN205604289U (en) | 2016-04-29 | 2016-04-29 | Can resist single storehouse underground pipe gallery of big deformation |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205604289U true CN205604289U (en) | 2016-09-28 |
Family
ID=56967944
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620378150.0U Active CN205604289U (en) | 2016-04-29 | 2016-04-29 | Can resist single storehouse underground pipe gallery of big deformation |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205604289U (en) |
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 active Active
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 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN205604290U (en) | Frame energy dissipation formula utility tunnel structure turns up | |
CN102635118B (en) | Square steel pipe concrete supporting structure for foundation pit support | |
CN103215894B (en) | Portable interim prestressed stretch-draw anchor block | |
CN104975605A (en) | Technology for recyclable reinforced concrete support | |
CN205604289U (en) | Can resist single storehouse underground pipe gallery of big deformation | |
CN206053328U (en) | A kind of middle buried water stop fixing device | |
CN104790435A (en) | Post-subsidence pouring belt advancing waterstop impermeable concrete structure and construction technology thereof | |
CN203393740U (en) | Integral reinforced concrete foundation structure for assembling drainage pipelines | |
CN103090107B (en) | Construction method for rectangular large section steel structure assembled temporary support pipe joint jack-in mechanism | |
CN202430635U (en) | Corrugated sheet steel box-type structure | |
CN204941551U (en) | A kind of subway station of Curve Pipe Jacking supporting and protection structure enlarging shield-tunneling construction | |
CN205369320U (en) | Basement post -cast strip leakage protective system | |
CN202247719U (en) | Corresponding corrugated pre-stressed anti-sedimentation culvert pipe for bridge | |
CN203403434U (en) | Basement | |
CN204982933U (en) | Concrete boiler foundation | |
CN204590261U (en) | A kind of novel prefabricated assembling frame structure | |
CN205804406U (en) | Outward-turning type dense-rib energy dissipation type underground comprehensive pipe gallery | |
CN207362875U (en) | Drainage system structure that combines inside and outside piping lane | |
CN206616698U (en) | A kind of structural system of flatbed high-rise building | |
CN110616714B (en) | Novel enclosure construction method for existing underground structure deepening | |
CN205604288U (en) | Can resist circular underground pipe gallery of big deformation | |
CN103362123A (en) | Reverse Y-shaped filling pile and construction method thereof | |
CN203213022U (en) | Mobile temporary prestress tensioning anchor block | |
CN105887925A (en) | Comprehensive pipe rack of corrugated circular tube structure | |
CN207619988U (en) | The cast-in-place concrete of bar shaped foundation pit is to supportting the connection structure with prefabricated linking beam |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |