CN209053136U - Piping lane anti-floating system - Google Patents
Piping lane anti-floating system Download PDFInfo
- Publication number
- CN209053136U CN209053136U CN201820732513.5U CN201820732513U CN209053136U CN 209053136 U CN209053136 U CN 209053136U CN 201820732513 U CN201820732513 U CN 201820732513U CN 209053136 U CN209053136 U CN 209053136U
- Authority
- CN
- China
- Prior art keywords
- plate
- piping lane
- weight
- floating system
- weight plate
- 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.)
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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
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/10—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure
- E02D31/12—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against soil pressure or hydraulic pressure against upward hydraulic pressure
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Bridges Or Land Bridges (AREA)
- Sewage (AREA)
Abstract
The utility model discloses a kind of piping lane anti-floating systems, including the box piping lane assembled by top plate and bottom plate and two sides side plate, piping lane bottom plate two sides horizontal layout Weight plate, the Weight plate are connect by one end of proximal panel with side plate, and Weight plate extends along piping lane axis direction.The piping lane anti-floating system structure is simple, and anti-floating effect is obvious, convenient and quick construction, greatly shortens the construction period, while can reduce cost.
Description
Technical field
The utility model relates to a kind of anti-floating system, in particular to a kind of piping lane anti-floating system.
Background technique
The own wt of steel construction pipe gallery is lighter, only the 10%-20% of concrete pipe gallery self weight, if piping lane cloth
It is located in the ground water area abundant, piping lane is easy rising phenomenon, it is therefore necessary to carry out the design for preventing from floating.Existing piping lane
Levitating device needs to be arranged uplift pile, and working procedure is relatively complicated, will increase difficulty of construction and extends the duration.
Utility model content
Purpose of utility model: the utility model is intended to provide the piping lane anti-floating system that a kind of structure is simple, easy for construction.
Technical solution: the piping lane anti-floating system of the utility model, including assembled by top plate and bottom plate and two sides side plate
Box piping lane, piping lane bottom plate two sides horizontal layout Weight plate, which is connected with bottom plate, and Weight plate is along piping lane axis
Direction extends.
Preferably, sole plate base is equipped with below bottom plate, Weight plate is located at sole plate base two sides, and and sole plate base at this time
It is connected.
Wherein, Weight plate is connect by pull rod with side plate；Preferably, Weight plate passes through pull rod and side far from one end of side plate
Plate connection.
Weight plate can be corrugated steel, and ripple ridge orientation is vertical with piping lane axis direction；Or reinforcing bar is mixed
Concrete board.
The utility model has the advantages that compared with prior art, the piping lane anti-floating system structure of the utility model is simple, and anti-floating effect is bright
Aobvious, convenient and quick construction greatly shortens the construction period, while can reduce cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Specific embodiment
Piping lane anti-floating system as shown in Figure 1, including assembled by top plate 101, bottom plate 102 and two sides side plate 103
Box piping lane, the box piping lane can be spliced to form underground pipe gallery in the axial direction, wherein top plate 101, bottom plate 102 and side
Plate 103 can be selected corrugated steel and be made, and ripple ridge orientation is vertical with piping lane axis direction, to improve the bearing capacity of each plate,
Bottom plate 102 can also be concrete slab or armoured concrete slab etc., to improve bottom plate and construction base other than selecting corrugated steel
The compactness of plinth and the convenience of construction, in addition it can which sole plate base 106 is arranged in 102 bottom of bottom plate.
The bottom plate 102 of piping lane or the two sides horizontal layout Weight plate 104 of sole plate base 106, the Weight plate 104 lean on proximal panel
103 one end is connect with side plate 103, and Weight plate extends along piping lane axis direction.The two Weight plates 104 are just as the two of piping lane
A wing, after backfill above Weight plate 104, backfill pushes down Weight plate 104, utilizes the weight of backfill above Weight plate
In conjunction with the weight of backfill above piping lane corridor body own wt and corridor body, three's collective effect prevents the floating of piping lane.Fig. 1
In, the one end of Weight plate 104 far from side plate is connect by pull rod 105 with side plate 103, this is that Weight plate 104 is returned in order to prevent
It can consider that Weight plate has enough intensity when banketing and crush, while designing.Weight plate can be corrugated steel, ripple lines side
To vertical with piping lane axis direction；It may be armoured concrete slab, the self weight of Weight plate can be aggravated in this way.
Claims (6)
1. a kind of piping lane anti-floating system, including by top plate (101), bottom plate (102) and the assembled box of two sides side plate (103)
Piping lane, it is characterised in that: bottom plate (102) two sides horizontal layout Weight plate (104) of the piping lane, the Weight plate (104) and bottom
Plate (102) is connected, and Weight plate (104) extends along piping lane axis direction.
2. piping lane anti-floating system according to claim 1, it is characterised in that: be equipped with bottom plate bottom below the bottom plate (102)
Seat (106), the Weight plate (104) are connected with sole plate base (106).
3. piping lane anti-floating system according to claim 1, it is characterised in that: the Weight plate (104) passes through pull rod (105)
It is connect with side plate (103).
4. piping lane anti-floating system according to claim 3, it is characterised in that: the Weight plate (104) is far from side plate (103)
One end connect with side plate (103) by pull rod (105).
5. piping lane anti-floating system according to claim 1, it is characterised in that: the Weight plate (104) is corrugated steel,
Ripple ridge orientation is vertical with piping lane axis direction.
6. piping lane anti-floating system according to claim 1, it is characterised in that: the Weight plate (104) is armored concrete
Plate.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820732513.5U CN209053136U (en) | 2018-05-17 | 2018-05-17 | Piping lane anti-floating system |
| PCT/CN2018/103035 WO2019218531A1 (en) | 2018-05-17 | 2018-08-29 | Pipe gallery anti-floating device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820732513.5U CN209053136U (en) | 2018-05-17 | 2018-05-17 | Piping lane anti-floating system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209053136U true CN209053136U (en) | 2019-07-02 |
Family
ID=67045918
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820732513.5U Active CN209053136U (en) | 2018-05-17 | 2018-05-17 | Piping lane anti-floating system |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN209053136U (en) |
| WO (1) | WO2019218531A1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113216255A (en) * | 2021-05-28 | 2021-08-06 | 中交路桥建设有限公司 | Simple and rapid prefabricated pipe gallery head segment installation and positioning method |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102004012720A1 (en) * | 2004-03-16 | 2005-10-06 | Deutsche Bp Aktiengesellschaft | Anti-lifting device for underground fuel tanks consists of weighted main body with central tank support and tensioning strap, and collection vats |
| JP4328267B2 (en) * | 2004-06-29 | 2009-09-09 | 大成建設株式会社 | Underground tank structure |
| JP2012246670A (en) * | 2011-05-27 | 2012-12-13 | Shimizu Corp | Uplift pressure-resisting underground structure |
| CN206289665U (en) * | 2016-12-13 | 2017-06-30 | 南京联众建设工程技术有限公司 | Assembling type steel structure underground pipe gallery with lateral |
| CN206554119U (en) * | 2017-03-03 | 2017-10-13 | 南京联众建设工程技术有限公司 | Anti-floating system for underground pipe gallery |
| CN108222065A (en) * | 2017-04-18 | 2018-06-29 | 南京联众建设工程技术有限公司 | Corrugated steel structure underground pipe gallery base configuration |
| CN107190772A (en) * | 2017-06-27 | 2017-09-22 | 南京联众建设工程技术有限公司 | A kind of underground pipe gallery base configuration and its construction method |
| CN107893429B (en) * | 2017-09-25 | 2023-07-28 | 中铁二院工程集团有限责任公司 | Anti-floating checking calculation method for anti-floating structure of underground groove-shaped body |
| CN207295773U (en) * | 2017-09-25 | 2018-05-01 | 中铁二院工程集团有限责任公司 | A kind of underground trough-shaped body anti-floating construction |
-
2018
- 2018-05-17 CN CN201820732513.5U patent/CN209053136U/en active Active
- 2018-08-29 WO PCT/CN2018/103035 patent/WO2019218531A1/en active Application Filing
Also Published As
| Publication number | Publication date |
|---|---|
| WO2019218531A1 (en) | 2019-11-21 |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |