CN105971016A - Connection structure between joints of comprehensive pipe rack - Google Patents
Connection structure between joints of comprehensive pipe rack Download PDFInfo
- Publication number
- CN105971016A CN105971016A CN201610544940.6A CN201610544940A CN105971016A CN 105971016 A CN105971016 A CN 105971016A CN 201610544940 A CN201610544940 A CN 201610544940A CN 105971016 A CN105971016 A CN 105971016A
- Authority
- CN
- China
- Prior art keywords
- pipe rack
- embedded board
- connector
- piping lane
- joints
- 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.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Revetment (AREA)
Abstract
The invention discloses a connection structure between joints of a comprehensive pipe rack and relates to municipal construction, in particular to the connection structure between the joints of the comprehensive pipe rack. The connection structure between the joints of the comprehensive pipe rack is long in service life. The connection structure between the joints of the comprehensive pipe rack is arranged on the joint of two adjacent segments of pipe rack bodies and is characterized in that the structure comprises pre-buried plates and a connection piece; the pre-buried plates are prefabricated on the pipe rack walls; and the connection piece is arranged at the position of a juncture where the two segments of pipe rack bodies are connected, and the connection piece is welded to the pre-buried plates. The sealing structure between the joints of the comprehensive pipe rack is simple in structure, scientific in design and convenient to use, the connection piece is placed at the position of the juncture of the two adjacent segments of pipe rack bodies, then welding is performed, after welding is completed, the two segments of pipe rack bodies can be effectively connected, a water stop strip can be formed at the position of the juncture of the adjacent pipe rack bodies, and it is avoided that sewage outside the pipe rack bodies enter the pipe rack bodies.
Description
Technical field
The present invention relates to urban construction, a kind of service life length pipe gallery internode attachment structure.
Background technology
Along with the development of Urbanization in China, set up resources conservation, environmental friendliness, the new city of energy-saving and emission-reduction have become the fundamental state policy instructing Chinese Urbanization with urban sustainable development.Pipe gallery refers to build a tunnel space in the underground in city, is concentrated by the various municipal pipelines such as plumbing, combustion gas, electric power, communication and lays.This mode is by various pipeline centralized arrangement, facilitate pipeline performance management and plant maintenance, can avoid causing owing to burying underground or keep in repair pipeline road surface to repeat the trouble that excavation is brought, and the soil corrosion failure to pipeline can be avoided, thus also be extended the service life of pipeline.
Between the piping lane segmentation of traditional cast-in-place making, using rubber fastening band to connect, the interface anti-uneven settlement of foundation ability of this form, waterstop is yielding, even by drawing crack.The prefabricated city piping lane technology occurred in recent years quickly grows, but also has similar sealing problem between tube coupling, and the most at present, the rubber fastening band interface that piping lane is conventional is extremely difficult to use centenary index；Simultaneously as when pouring, be all directly rubber fastening band to be enclosed in joint, during damage, it is impossible to be replaced.
Summary of the invention
To be solved by this invention is exactly between existing piping lane segmentation, uses rubber fastening band to connect, and waterstop is fragile, the problem of changing difficulty, it is provided that a kind of service life, the pipe gallery internode of length sealed structure.
The pipe gallery internode attachment structure of the present invention, being arranged on the junction of adjacent two section piping lane, it is characterised in that this structure includes embedded board and connector, embedded board is prefabricated on piping lane wall, connector is arranged on the seam crossing that two sections of piping lanes connect, and connector welds with embedded board.
Described connector is I shape section steel ring, and the prefabricated inwall in piping lane termination of embedded board is with on outer wall, and the end face of I shape section steel ring welds with the embedded board on piping lane inwall, outer wall respectively with bottom surface.
Described connector is U-shaped steel loop, and U-shaped steel loop is arranged in the seam of two sections of piping lanes, and embedded board is prefabricated on the inwall of piping lane termination, and both sides, U-shaped steel loop top are respectively welded on embedded board.
Connector can carry out prefabricated according to piping lane form, such as circular, square or arch door shape etc., after prefabricated piping lane is transported to job site, it is linked in sequence, and connector is set at the seam crossing of adjacent two sections of piping lanes, and connector is welded on embedded board, i.e. can reach the effect connecting with sealing.
The pipe gallery internode of the present invention seals structure, simple in construction, design science, easy to use, connector is placed on the seam crossing of adjacent two sections of piping lanes, carries out welding, after having welded, it is not only able to effectively connect two sections of piping lanes, moreover it is possible to the seam crossing at adjacent piping lane forms a waterstop, it is to avoid the outside sewage inlet pipe corridor of piping lane.
Accompanying drawing explanation
Fig. 1 is present configuration schematic diagram.
Fig. 2 is cross-sectional view of the present invention.
Fig. 3 is the embodiment of the present invention 1 structural representation.
Fig. 4 is the embodiment of the present invention 2 structural representation.
Wherein, embedded board 1, connector 2.
Detailed description of the invention
Embodiment 1: a kind of pipe gallery internode attachment structure, being arranged on the junction of adjacent two section piping lane, this structure includes embedded board 1 and connector 2, and embedded board 1 is prefabricated on piping lane wall, connector 2 is arranged on the seam crossing that two sections of piping lanes connect, and connector 2 welds with embedded board 1.Connector 2 is I shape section steel ring, and the prefabricated inwall in piping lane termination of embedded board 1 is with on outer wall, and the end face of I shape section steel ring welds with the embedded board 1 on piping lane inwall, outer wall respectively with bottom surface.Connector 2 can carry out prefabricated according to piping lane form, such as circular, square or arch door shape etc., after prefabricated piping lane is transported to job site, it is linked in sequence, and connector 2 is set at the seam crossing of adjacent two sections of piping lanes, and connector 2 is welded on embedded board 1, i.e. can reach the effect connecting with sealing.
Embodiment 2: a kind of pipe gallery internode attachment structure, being arranged on the junction of adjacent two section piping lane, this structure includes embedded board 1 and connector 2, and embedded board 1 is prefabricated on piping lane wall, connector 2 is arranged on the seam crossing that two sections of piping lanes connect, and connector 2 welds with embedded board 1.Connector 2 is U-shaped steel loop, and U-shaped steel loop is arranged in the seam of two sections of piping lanes, and embedded board 1 is prefabricated on the inwall of piping lane termination, and both sides, U-shaped steel loop top are respectively welded on embedded board 1.Connector 2 can carry out prefabricated according to piping lane form, such as circular, square or arch door shape etc., after prefabricated piping lane is transported to job site, it is linked in sequence, and connector 2 is set at the seam crossing of adjacent two sections of piping lanes, and connector 2 is welded on embedded board 1, i.e. can reach the effect connecting with sealing.
Claims (3)
1. a pipe gallery internode attachment structure, it is arranged on the junction of adjacent two section piping lane, it is characterized in that this structure includes embedded board (1) and connector (2), embedded board (1) is prefabricated on piping lane wall, connector (2) is arranged on the seam crossing that two sections of piping lanes connect, and connector (2) welds with embedded board (1).
2. pipe gallery internode attachment structure as claimed in claim 1, it is characterized in that described connector (2) is I shape section steel ring, the prefabricated inwall in piping lane termination of embedded board (1) is with on outer wall, and the end face of I shape section steel ring welds with the embedded board (1) on piping lane inwall, outer wall respectively with bottom surface.
3. pipe gallery internode attachment structure as claimed in claim 1, it is characterized in that described connector (2) is U-shaped steel loop, U-shaped steel loop is arranged in the seam of two sections of piping lanes, and embedded board (1) is prefabricated on the inwall of piping lane termination, and both sides, U-shaped steel loop top are respectively welded on embedded board (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610544940.6A CN105971016A (en) | 2016-07-12 | 2016-07-12 | Connection structure between joints of comprehensive pipe rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610544940.6A CN105971016A (en) | 2016-07-12 | 2016-07-12 | Connection structure between joints of comprehensive pipe rack |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971016A true CN105971016A (en) | 2016-09-28 |
Family
ID=56952938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610544940.6A Pending CN105971016A (en) | 2016-07-12 | 2016-07-12 | Connection structure between joints of comprehensive pipe rack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971016A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638679A (en) * | 2016-10-29 | 2017-05-10 | 中国十七冶集团有限公司 | Concrete pipe rack precasting connecting method |
| WO2018076499A1 (en) * | 2016-10-31 | 2018-05-03 | 浙江鑫宙竹基复合材料科技有限公司 | Pipe segment connecting component suitable for comprehensive bamboo composite pipe gallery |
| CN110158881A (en) * | 2019-05-28 | 2019-08-23 | 苏州美瑞德建筑装饰有限公司 | Glass guardrail mounting structure is overhang outside a kind of Zhongting |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009215720A (en) * | 2008-03-07 | 2009-09-24 | Nishimatsu Constr Co Ltd | Case body guiding device and guiding method for case body |
| JP2010095932A (en) * | 2008-10-17 | 2010-04-30 | Sapporo City | Water cut-off joint |
| JP2010209555A (en) * | 2009-03-09 | 2010-09-24 | Ohbayashi Corp | Packing, construction method for laying embedded form, and tunnel constructed by the construction method |
| CN204753631U (en) * | 2015-07-17 | 2015-11-11 | 哈尔滨金阳光管业有限责任公司 | Piping lane is synthesized to zinc -plating screw steel pipe underground |
| CN105064398A (en) * | 2015-08-19 | 2015-11-18 | 中国能源建设集团天津电力建设有限公司 | One-time overall pouring construction method for nuclear powder single-hole GD gallery |
| CN205839796U (en) * | 2016-07-12 | 2016-12-28 | 中国电建集团昆明勘测设计研究院有限公司 | Pipe gallery internode attachment structure |
-
2016
- 2016-07-12 CN CN201610544940.6A patent/CN105971016A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009215720A (en) * | 2008-03-07 | 2009-09-24 | Nishimatsu Constr Co Ltd | Case body guiding device and guiding method for case body |
| JP2010095932A (en) * | 2008-10-17 | 2010-04-30 | Sapporo City | Water cut-off joint |
| JP2010209555A (en) * | 2009-03-09 | 2010-09-24 | Ohbayashi Corp | Packing, construction method for laying embedded form, and tunnel constructed by the construction method |
| CN204753631U (en) * | 2015-07-17 | 2015-11-11 | 哈尔滨金阳光管业有限责任公司 | Piping lane is synthesized to zinc -plating screw steel pipe underground |
| CN105064398A (en) * | 2015-08-19 | 2015-11-18 | 中国能源建设集团天津电力建设有限公司 | One-time overall pouring construction method for nuclear powder single-hole GD gallery |
| CN205839796U (en) * | 2016-07-12 | 2016-12-28 | 中国电建集团昆明勘测设计研究院有限公司 | Pipe gallery internode attachment structure |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638679A (en) * | 2016-10-29 | 2017-05-10 | 中国十七冶集团有限公司 | Concrete pipe rack precasting connecting method |
| CN106638679B (en) * | 2016-10-29 | 2018-12-18 | 中国十七冶集团有限公司 | A kind of precast concrete pipe gallery connection method |
| WO2018076499A1 (en) * | 2016-10-31 | 2018-05-03 | 浙江鑫宙竹基复合材料科技有限公司 | Pipe segment connecting component suitable for comprehensive bamboo composite pipe gallery |
| CN110158881A (en) * | 2019-05-28 | 2019-08-23 | 苏州美瑞德建筑装饰有限公司 | Glass guardrail mounting structure is overhang outside a kind of Zhongting |
| CN110158881B (en) * | 2019-05-28 | 2024-03-15 | 苏州美瑞德建筑装饰有限公司 | Atrium external cantilever glass guardrail mounting structure |
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| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160928 |