CN105525631B - A kind of blocking method and structure for processing base plate water burst hole - Google Patents
A kind of blocking method and structure for processing base plate water burst hole Download PDFInfo
- Publication number
- CN105525631B CN105525631B CN201510805387.2A CN201510805387A CN105525631B CN 105525631 B CN105525631 B CN 105525631B CN 201510805387 A CN201510805387 A CN 201510805387A CN 105525631 B CN105525631 B CN 105525631B
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- China
- Prior art keywords
- work durm
- cover board
- bolthole
- water burst
- base plate
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Classifications
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- 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
- E02D31/02—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 ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Electromagnetism (AREA)
- Life Sciences & Earth Sciences (AREA)
- Physics & Mathematics (AREA)
- Hydrology & Water Resources (AREA)
- General Engineering & Computer Science (AREA)
- Paleontology (AREA)
- Mining & Mineral Resources (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a kind of blocking methods for processing base plate water burst hole, to the bolthole of water burst occurs, bolthole is digged under the premise of stablizing supporting, then work durm is embedded at the bolthole digged, work durm upper and lower side is not closed, cover board is bolted in metal bucket upper end, element soil is backfilled in work durm surrounding and is tamped, backfilling plain concrete again makes work durm be fixed at the bolthole digged, hose is drawn at cover board and is equipped with controlled valve, valve is turned on the switch to draw the water of bolthole by hose, then it carries out cushion construction and baseplate reinforcing bar is laid with, when pouring underplate concrete, quick closedown controlled valve simultaneously removes hose, close concreting of the work durm completion to bottom plate, the configuration of the present invention is simple, it is easy to operate, it is highly practical.
Description
Technical field
The present invention relates to a kind of blocking methods and structure for processing base plate water burst hole, belong to technical field of buildings.
Background technology
Modern architecture basement bottom board is constructed, and when level of ground water is higher, larger hydraulic pressure can frequently result in water burst hole
Occur, the construction of the presence influence basement structure in water burst hole, there are no the solution of effective scheme is above-mentioned in prior art
Problem.
Invention content
The purpose of the present invention is：In view of the drawbacks of the prior art, a kind of leak stopping side for processing base plate water burst hole is provided
Method and structure can effectively solve the problems, such as water burst at anchor hole, with overcome the deficiencies in the prior art.
Technical scheme of the present invention
A kind of blocking method for processing base plate water burst hole, to the bolthole of water burst occurs, in the premise for stablizing supporting
Under dig bolthole, then work durm is embedded at the bolthole digged, work durm upper and lower side is not closed, and passes through spiral shell in work durm upper end
Connects cover plate is tethered, element soil is backfilled in work durm surrounding and is tamped, then backfills plain concrete and work durm is made to be fixed on the bolthole digged
Place draws hose at cover board and is equipped with controlled valve, turns on the switch valve and draw the water of bolthole by hose
Go out, then carries out cushion construction and baseplate reinforcing bar laying, when pouring underplate concrete, quick closedown controlled valve and remove to draw
Water hose, closing work durm complete the concreting to bottom plate.
In a kind of blocking method for processing base plate water burst hole above-mentioned, it is described dig after anchor pole hole depth should be greater than
2m, 5 times or more of a diameter of water burst bore dia of work durm, and diameter is not less than 1m.
In a kind of blocking method for processing base plate water burst hole above-mentioned, it is equipped with flange ring on work durm upper end edge side,
Rubber ring is arranged with flange interannular in cover board, and bolt hole is arranged in corresponding position on flange ring, cover board and rubber ring, and bolt passes through spiral shell
Keyhole fixes flange ring, cover board and rubber ring together.
In a kind of blocking method for processing base plate water burst hole above-mentioned, sluicing pipe, switch are set in the middle part of cover board
Valve is arranged on sluicing pipe, which is less than bottom base plate 100mm or more, and hose connects sluicing pipe.
A kind of leak stopping structure for processing base plate water burst hole includes the bolthole positioned at water burst hole, upper and lower side is not closed
Work durm be embedded into bolthole, backfill plain soil layer and plain concrete layer successively in work durm surrounding, pass through bolt in work durm upper end
Sluicing pipe is arranged in connecting cover plate in the middle part of cover board, and controlled valve is arranged on sluicing pipe, and hose connection, which sluices, to be justified
Pipe.
In a kind of leak stopping structure for processing base plate water burst hole above-mentioned, the height of the work durm is more than 2m, diameter
It it is 5 times or more of water burst bore dia, and diameter is not less than 1m.
In a kind of leak stopping structure for processing base plate water burst hole above-mentioned, it is equipped with flange ring on work durm upper end edge side,
Rubber ring is arranged with flange interannular in cover board, and bolt hole is arranged in corresponding position on flange ring, cover board and rubber ring, and bolt passes through spiral shell
Keyhole fixes flange ring, cover board and rubber ring together.
By adopting the above-described technical solution, compared with prior art, the present invention efficiently solves existing basement construction
The problem of constructional difficulties are caused due to water burst hole water burst in the process, using leak stopping structure is arranged at water burst hole, when needing to carry out
When basement reinforcement construction, water is drawn at construction using leak stopping structure, construction will not be impacted and be destroyed, when progress ground
When lower room concrete construction, by concrete quick blocking leak stopping structure completes same pour of leak stopping structure and basement
At the configuration of the present invention is simple is easy to operate, highly practical.
Description of the drawings
Accompanying drawing 1 is the structural representation of the present invention；
Attached drawing 2 is the structural schematic diagram of work durm in the present invention；
Attached drawing 3 is the connection diagram of work durm and cover board in the present invention.
Specific implementation mode
Below in conjunction with the accompanying drawings to the present invention with being described in further detail, but not as any limitation of the invention.
The embodiment of the present invention：A kind of blocking method for processing base plate water burst hole, to the bolthole of water burst occurs,
Bolthole is digged under the premise of stablizing supporting, then work durm is embedded at the bolthole digged, work durm upper and lower side is not closed,
Cover board is bolted in work durm upper end, backfills element soil in work durm surrounding and tamps, then backfills plain concrete and work durm is fixed
At the bolthole digged, hose is drawn at cover board and is equipped with controlled valve, turns on the switch water of the valve by bolthole
It is drawn by hose, then carries out cushion construction and baseplate reinforcing bar is laid with, when pouring underplate concrete, quick closedown is opened
Closing valve simultaneously removes hose, and closing work durm completes the concreting to bottom plate.
Anchor pole hole depth after wherein digging should be greater than 2m, 5 times or more of a diameter of water burst bore dia of work durm, and diameter
Size is not less than 1m, and flange ring is equipped on work durm upper end edge side, rubber ring is arranged in cover board and flange interannular, in flange ring, lid
Corresponding position is arranged bolt hole on plate and rubber ring, bolt passing through bolt hole by flange ring, cover board and rubber ring fix together,
Sluicing pipe is set in the middle part of cover board, controlled valve is arranged on sluicing pipe, the sluicing pipe less than bottom base plate 100mm with
On, hose connects sluicing pipe.
It is formed by a kind of leak stopping structure for processing base plate water burst hole according to the above method, as shown in the picture, including
Bolthole 14 positioned at water burst hole 13, closed work durm 1 is not embedded into bolthole 14 upper and lower side, is returned successively in 1 surrounding of work durm
Plain soil layer 10 and plain concrete layer 9 are filled out, cover board 2 is bolted in 1 upper end of work durm, sluicing pipe is set at 2 middle part of cover board
3, controlled valve 4 is arranged on sluicing pipe 3, and hose 5 connects sluicing pipe 3.
The height of the work durm 1 be more than 2m, 5 times or more of a diameter of 13 diameter of water burst hole, and diameter be not less than 1m,
It is equipped with flange ring 8 on 1 upper end edge side of work durm, rubber ring 6 is set between cover board 2 and flange ring 8, in flange ring 8, cover board 2 and rubber
Bolt hole 7 is arranged in corresponding position in rubber ring 6, and bolt passing through bolt hole 7 fixes flange ring 8, cover board 2 and rubber ring 6 together.
When specific making and use
The round iron cylinder 1 of a diameter of 1m, the height 2m of round iron cylinder 1 are made of the iron plate of 3mm, 1 both ends of round iron cylinder are not closed,
A flange ring 8 is arranged in upper end, is made of the steel plate of 3mm, width 50m, and the bolt hole 7 of several 16mm is opened on flange ring 8；It places
Rubber ring 6 makes cover board 2 with 3mm thickness iron plates, is correspondingly arranged bolt hole 7, and 2 and work durm 1 are connected with the bolt of diameter 14mm,
Sluicing pipe 3 is arranged on cover board 2 to be connected in round iron cylinder 1, sluicing pipe 3 is less than bottom plate 12 after installing and completes bottom surface 100mm, lets out
A controlled valve 4 is arranged in water pipe 3, and port picks out one section of hose 5.
When there is water burst hole 13, stablizes sloping timbering and expands excavation 14 depth 2m of bolthole or more, bury round iron cylinder 1,
Connecting cover plate 2, first backfill element soil 10 tamp, then backfill plain concrete 9, for sluicing pipe 3 after installation is complete, top is less than bottom plate 12
Bottom finished surface about 100mm, sluicing pipe 3 export securely one section of hose 5 of connection, turn on the switch 4 diversion of valve and reduction
Hydraulic pressure, construction cushion coat 11 and baseplate reinforcing bar, when pouring 12 concrete of bottom plate, quick closedown controlled valve 4 removes hose 5,
Close water burst hole.
Embodiment
To the bolthole of water burst occurs, under the premise of stablizing supporting, expand the depth that bolthole excavates about 2m, kerve is big
The small about circle of diameter 1.6m.It completes after excavating, the round iron cylinder of a diameter of 1m, the height of round iron cylinder 1 is made of the iron plate of 3mm
2m, upper end weld the flange ring of a 50mm wide with 3mm iron plates.The cover board of a diameter 1.1m, cover board are made of 3mm iron plates
Centre opens up the hole of a 100mm, welds the zinc-plated pipe of one section of 100mm diameter, after the height of zinc-plated pipe should ensure that installation
Less than bottom plate bottom surface, a controlled valve is set.When round iron cylinder is connected with cover board, centre one rubber ring of folder.It machines
After above-mentioned device for plugging, positioning is placed, and backfills rammed earth and plain concrete successively.The outlet of sluicing pipe securely draw by one section of connection
Water hose turns on the switch valve diversion and reduces hydraulic pressure, construction cushion coat and baseplate reinforcing bar, when pouring underplate concrete, quickly closes
Make and break closing valve removes hose, closing water burst hole.
Above-described embodiment is only the technical concepts and features for illustrating the utility model, and its object is to allow be familiar with technique
Personage can understand the content of the utility model and be implemented, can not as limitation the utility model protection model
It encloses, it is all according to equivalent variations or modification made by the spirit of the present invention essence, it should all cover the protection model in the utility model
In enclosing.
Claims (7)
1. a kind of blocking method for processing base plate water burst hole, it is characterised in that：To the bolthole of water burst occurs, stablizing branch
Bolthole is digged under the premise of shield, then work durm is embedded at the bolthole digged, and work durm upper and lower side is not closed, on work durm
Cover board is bolted in end, backfills element soil in work durm surrounding and tamps, then backfills plain concrete and make work durm is fixed on to dig
Bolthole at, at cover board draw hose and be equipped with controlled valve, turn on the switch valve by the water of bolthole by drawing
Water hose is drawn, and then carries out cushion construction and baseplate reinforcing bar is laid with, when pouring underplate concrete, quick closedown controlled valve
And hose is removed, closing work durm completes the concreting to bottom plate.
2. a kind of blocking method for processing base plate water burst hole according to claim 1, it is characterised in that：It is described to dig
Anchor pole hole depth afterwards should be greater than 2m, 5 times or more of a diameter of water burst bore dia of work durm, and diameter is not less than 1m.
3. a kind of blocking method for processing base plate water burst hole according to claim 1, it is characterised in that：On work durm
End is equipped with flange ring along side, rubber ring is arranged in cover board and flange interannular, corresponding position is set on flange ring, cover board and rubber ring
Bolt hole is set, bolt passing through bolt hole fixes flange ring, cover board and rubber ring together.
4. a kind of blocking method for processing base plate water burst hole according to claim 1, it is characterised in that：In cover board
Sluicing pipe is arranged in portion, and controlled valve is arranged on sluicing pipe, which is less than bottom base plate 100mm or more, diversion
Hose connects sluicing pipe.
5. a kind of leak stopping structure for processing base plate water burst hole, including it is located at the bolthole (14) of water burst hole (13), feature
It is：The not closed work durm (1) of upper and lower side is embedded into bolthole (14), and plain soil layer (10) is backfilled successively in work durm (1) surrounding
With plain concrete layer (9), cover board (2) is bolted in work durm (1) upper end, sluicing pipe is set in the middle part of cover board (2)
(3), controlled valve (4) is arranged on sluicing pipe (3), and hose (5) connects sluicing pipe (3).
6. a kind of leak stopping structure for processing base plate water burst hole according to claim 5, it is characterised in that：The work durm
(1) height be more than 2m, 5 times or more of a diameter of water burst hole (13) diameter, and diameter be not less than 1m.
7. a kind of leak stopping structure for processing base plate water burst hole according to claim 5, it is characterised in that：In work durm
(1) upper end edge side is equipped with flange ring (8), rubber ring (6) is arranged between cover board (2) and flange ring (8), in flange ring (8), cover board
(2) with rubber ring (6) on corresponding position setting bolt hole (7), bolt passing through bolt hole (7) by flange ring (8), cover board (2) with
Rubber ring (6) is fixed together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510805387.2A CN105525631B (en) | 2015-11-20 | 2015-11-20 | A kind of blocking method and structure for processing base plate water burst hole |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510805387.2A CN105525631B (en) | 2015-11-20 | 2015-11-20 | A kind of blocking method and structure for processing base plate water burst hole |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105525631A CN105525631A (en) | 2016-04-27 |
| CN105525631B true CN105525631B (en) | 2018-08-31 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510805387.2A Active CN105525631B (en) | 2015-11-20 | 2015-11-20 | A kind of blocking method and structure for processing base plate water burst hole |
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Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105625481B (en) * | 2016-03-21 | 2018-11-27 | 上海长凯岩土工程有限公司 | A kind of underground engineering sluicing hole construction method |
| CN105735331B (en) * | 2016-03-21 | 2018-02-23 | 上海长凯岩土工程有限公司 | A kind of underground engineering construction method for grouting reinforcement |
| CN112982364B (en) * | 2021-01-26 | 2022-12-13 | 中国化学工程第三建设有限公司 | Plugging device and method for basic geological exploration Kong Chongshui |
| CN114396113B (en) * | 2021-12-22 | 2024-04-09 | 威乐(中国)水泵系统有限公司 | Barrel and sewage lifting device |
| CN114718644B (en) * | 2022-05-10 | 2022-11-25 | 山东科技大学 | Anchor cable water diversion device for rock burst dangerous mine |
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| JP3133913B2 (en) * | 1994-11-15 | 2001-02-13 | 三井不動産建設株式会社 | Waterproofing method for underground structures |
| CN201406688Y (en) * | 2009-04-30 | 2010-02-17 | 中冶实久建设有限公司 | Water gathering cover for treating partial water inrush of foundation pit |
| CN101864778A (en) * | 2010-06-30 | 2010-10-20 | 广东省基础工程公司 | Method for leaking stoppage of external wall of underground structure |
| CN202007423U (en) * | 2011-03-30 | 2011-10-12 | 夏小洪 | Underground water flow guiding device for refuse landfill |
| KR20120118705A (en) * | 2011-04-19 | 2012-10-29 | 홍종인 | Apparatus for draining subsurface water |
| CN204715426U (en) * | 2015-05-21 | 2015-10-21 | 中建六局第三建筑工程有限公司 | A kind of water burst drainage system for closed deep foundation ditch exploratory hole |
| CN205348234U (en) * | 2015-11-20 | 2016-06-29 | 中国建筑第四工程局有限公司 | A leaking stoppage structure for handling bottom plate gushes water hole |
-
2015
- 2015-11-20 CN CN201510805387.2A patent/CN105525631B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3133913B2 (en) * | 1994-11-15 | 2001-02-13 | 三井不動産建設株式会社 | Waterproofing method for underground structures |
| CN201406688Y (en) * | 2009-04-30 | 2010-02-17 | 中冶实久建设有限公司 | Water gathering cover for treating partial water inrush of foundation pit |
| CN101864778A (en) * | 2010-06-30 | 2010-10-20 | 广东省基础工程公司 | Method for leaking stoppage of external wall of underground structure |
| CN202007423U (en) * | 2011-03-30 | 2011-10-12 | 夏小洪 | Underground water flow guiding device for refuse landfill |
| KR20120118705A (en) * | 2011-04-19 | 2012-10-29 | 홍종인 | Apparatus for draining subsurface water |
| CN204715426U (en) * | 2015-05-21 | 2015-10-21 | 中建六局第三建筑工程有限公司 | A kind of water burst drainage system for closed deep foundation ditch exploratory hole |
| CN205348234U (en) * | 2015-11-20 | 2016-06-29 | 中国建筑第四工程局有限公司 | A leaking stoppage structure for handling bottom plate gushes water hole |
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| CN105525631A (en) | 2016-04-27 |
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