CN205502001U - Anti -floating anchor rod waterproof construction - Google Patents
Anti -floating anchor rod waterproof construction Download PDFInfo
- Publication number
- CN205502001U CN205502001U CN201620238447.7U CN201620238447U CN205502001U CN 205502001 U CN205502001 U CN 205502001U CN 201620238447 U CN201620238447 U CN 201620238447U CN 205502001 U CN205502001 U CN 205502001U
- Authority
- CN
- China
- Prior art keywords
- concrete platform
- rod
- anchor pole
- anchor rod
- sealing rod
- 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.)
- Expired - Fee Related
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- Piles And Underground Anchors (AREA)
Abstract
The utility model provides an anti -floating anchor rod waterproof construction includes stock, sealing rod, pitch oleamen, concrete platform, infiltration crystallization coating, waterproof layer and locator at least, the concrete platform sets up the one end at the anti -floating anchor rod device, the sealing rod sets up directly over the centre of concrete platform, pitch oleamen is closely attached in the middle of sealing rod and concrete platform, infiltration crystallization coating sets up and closely links to each other in concrete platform below and with the concrete platform, waterproof layer sets up at infiltration crystallization coating lower extreme and near infiltration crystallization coating, the stock setting is at the middle and vertical whole device of interlude of placing of whole device, the locator setting is at the stock lower extreme and inlay on the stock, this anti -floating anchor rod waterproof construction has shortened construction period, has practiced thrift construction cost, to stock node water repellent, has solved anti -floating anchor rod's leakage problem effectively, is fit for using widely.
Description
Technical field
This utility model relates to the anti-floating technical field of underground structure, especially a kind of anti-floating anchor
Bar waterproof construction.
Background technology
Along with the rise of skyscraper, the construction of anti-float anchor rod is used in work the most more and more
Cheng Zhong, Tall Building Foundation is relatively deep, and level of ground water is higher, rich under subsoil water geological conditions
Anti-float anchor rod construction, there is construction difficulties such as ensureing water-proofing treatment at grouting quality and node
Topic, owing to local anchor pole is closeer, anchor bolt construction is inconvenient；Basement bottom board beam slab arrangement of reinforcement is bigger
Vertical force that superstructure transmits can not be made full use of to balance a part of water buoyancy requirement anchor
Being fixed in harder rock mass, basement bottom board plate arrangement of reinforcement is bigger.And in anchor trend welding only use
Water steel plate, it is impossible to meet duration schedule requirement, the shortcomings such as the construction period is long, and construction cost is high,
Therefore, for the problems referred to above, a kind of anti-float anchor rod waterproof construction is proposed.
Utility model content
Prior art can not meet the needs of people, not enough for making up prior art, and this practicality is new
Type aims to provide one and shortens the construction period, has saved construction cost, to anchor pole node waterproof
Process, efficiently solve the anti-float anchor rod waterproof construction of the seepage of anti-float anchor rod.
For achieving the above object, this utility model is by the following technical solutions: a kind of anti-float anchor rod
Waterproof construction, at least include anchor pole, sealing rod, Colophonium ointment, concrete platform, penetrant crystalline coating,
Fish tail and waterproof layer and localizer；Described concrete platform is arranged on one end of anti-float anchor rod device；Described only
Water bar is arranged on directly over the centre of concrete platform；Described Colophonium ointment is closely attached to sealing rod and concrete
In the middle of platform；Described penetrant crystalline coating is arranged on below concrete platform and closely coupled with concrete platform；Described
Fish tail and waterproof layer is arranged on penetrant crystalline coating lower end and against penetrant crystalline coating；Described anchor pole
It is arranged in the middle of whole device and vertically places interspersed whole device；Described localizer is arranged on anchor
Bar lower end is also embedded on anchor pole.
As optimisation technique scheme of the present utility model: described Colophonium ointment is by anchor pole and sealing rod
Compact siro spinning technology, and Colophonium ointment is by sealing rod and concrete platform compact siro spinning technology；Described anchor sleeve is contained in
Inside sealing rod, and anchor pole is T-shaped structure.
Compared with prior art, the beneficial effects of the utility model are: described anti-float anchor rod is waterproof
Structure effectively prevent the problem that mortar produces isolation in filling process, it is ensured that anti-floating anchor
The construction quality of bar, does not use machinery, and manual operation more has safety guarantee, the most more may be used
Lean on, it is ensured that the construction quality of anti-float anchor rod is by the water-proofing treatment to anchor pole node, effectively
Solve the leakage problems of anti-float anchor rod, both ensure that the grouting quality of anti-float anchor rod, and improved again
Effect, it is to avoid the loss caused of doing over again, relatively shortens the construction period, has saved construction
Cost, is suitable for promoting the use of.
Accompanying drawing explanation
Fig. 1 is this utility model overall structure schematic diagram；
Fig. 2 is this utility model entirety slip casting schematic diagram；
Wherein: 1, anchor pole, 2, sealing rod, 3, Colophonium ointment, 4, concrete platform, 5, infiltration
Crystallization coating, 6, fish tail and waterproof layer, 7, localizer.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, in this utility model embodiment
Technical scheme be clearly and completely described, it is clear that described embodiment be only this
The a part of embodiment of utility model rather than whole embodiments.Based in this utility model
Embodiment, those of ordinary skill in the art are obtained under not making creative work premise
All other embodiments, broadly fall into the scope of this utility model protection.
Refer to Fig. 1～2, in this utility model embodiment, a kind of anti-float anchor rod waterproof construction,
Including anchor pole 1, sealing rod 2, Colophonium ointment 3, concrete platform 4, penetrant crystalline coating 5, waterproof
Protective layer 6 and localizer 7；Described concrete platform 4 is arranged on one end of anti-float anchor rod device；
Described sealing rod 2 is arranged on directly over the centre of concrete platform 4；Described Colophonium ointment 3 closely attaches
In the middle of sealing rod 2 and concrete platform 4；Described penetrant crystalline coating 5 is arranged on below concrete platform 4 also
Closely coupled with concrete platform 4；Described fish tail and waterproof layer 6 is arranged on penetrant crystalline coating 5 lower end also
Against penetrant crystalline coating 5；Described anchor pole 1 is arranged in the middle of whole device and vertically places and wears
Insert whole device；Described localizer 7 is arranged on anchor pole 1 lower end and is embedded on anchor pole 1.
As optimisation technique scheme of the present utility model: described Colophonium ointment 3 is by anchor pole 1 and stops
Water bar 2 compact siro spinning technology, and Colophonium ointment 3 is by sealing rod 2 and concrete platform 4 compact siro spinning technology；Institute
State anchor pole 1 and be sleeved on sealing rod 2 inside, and anchor pole 1 is T-shaped structure.
As installation principle of the present utility model: the cardinal principle of described anti-float anchor rod is that total length is glued
Junction type anchor pole, this anchor pole uses the grouting of C40 fine-stone concrete, plays to greatest extent and compensate concrete effect,
The frictional force making anchor pole is more than hydraulic pressure buoyancy, thus reaches the purpose of anti-float anchor rod, at base plate
It is designed with catch pit, considers employing french drain simultaneously when earth excavation and get rid of rainwater, using again
Water in Rainwater Drainage is removed by water pump.Additionally setting up that sealing rod changes and extend can porous capillary water route
Footpath, stops capillary water to drive straight in along anchor pole reinforcing bar so that it is to be difficult to penetrate base plate, anti-float anchor rod
Construction uses mechanical hole building, punching, and artificial compensates concrete, easy and simple to handle, quick construction,
It is easy to improve quality and efficiency.
It is obvious to a person skilled in the art that this utility model is not limited to above-mentioned exemplary reality
Execute the details of example, and in the case of without departing substantially from spirit or essential attributes of the present utility model,
This utility model can be realized in other specific forms.Therefore, no matter from the point of view of which point,
Embodiment all should be regarded as exemplary, and be nonrestrictive, model of the present utility model
Enclose and limited by claims rather than described above, it is intended that will fall in claim
All changes in the implication of equivalency and scope are included in this utility model.Should will not weigh
Any reference during profit requires is considered as limiting involved claim.
The above, preferred embodiment the most of the present utility model, not in order to limit this practicality
Novel, every according to technical spirit of the present utility model, above example is made any trickle
Amendment, equivalent and improvement, should be included in the protection domain of technical solutions of the utility model
Within.
Claims (3)
1. an anti-float anchor rod waterproof construction, at least include anchor pole (1), sealing rod (2),
Colophonium ointment (3), concrete platform (4), penetrant crystalline coating (5), fish tail and waterproof layer (6)
With localizer (7)；It is characterized in that: described concrete platform (4) is arranged on anti-float anchor rod device
One end；Described sealing rod (2) is arranged on directly over the centre of concrete platform (4)；Described coal tar
Cream (3) is closely attached in the middle of sealing rod (2) and concrete platform (4)；Described penetrant crystalline is coated with
Material (5) be arranged on concrete platform (4) lower section and closely coupled with concrete platform (4)；Described waterproof guarantor
Sheath (6) is arranged on penetrant crystalline coating (5) lower end and against penetrant crystalline coating (5)；
Described anchor pole (1) is arranged in the middle of whole device and vertically places interspersed whole device；Described
Localizer (7) is arranged on anchor pole (1) lower end and is embedded on anchor pole (1).
A kind of anti-float anchor rod waterproof construction the most according to claim 1, it is characterised in that:
Described Colophonium ointment (3) is by anchor pole (1) and sealing rod (2) compact siro spinning technology, and Colophonium
Ointment (3) is by sealing rod (2) and concrete platform (4) compact siro spinning technology.
A kind of anti-float anchor rod waterproof construction the most according to claim 1, it is characterised in that:
It is internal that described anchor pole (1) is sleeved on sealing rod (2), and anchor pole (1) is T-shaped structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620238447.7U CN205502001U (en) | 2016-03-21 | 2016-03-21 | Anti -floating anchor rod waterproof construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620238447.7U CN205502001U (en) | 2016-03-21 | 2016-03-21 | Anti -floating anchor rod waterproof construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205502001U true CN205502001U (en) | 2016-08-24 |
Family
ID=56732861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620238447.7U Expired - Fee Related CN205502001U (en) | 2016-03-21 | 2016-03-21 | Anti -floating anchor rod waterproof construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502001U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982502A (en) * | 2021-03-11 | 2021-06-18 | 中国二十二冶集团有限公司 | Waterproof construction method for anti-floating anchor rod leakage part in strongly weathered rock rich in fracture water |
-
2016
- 2016-03-21 CN CN201620238447.7U patent/CN205502001U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982502A (en) * | 2021-03-11 | 2021-06-18 | 中国二十二冶集团有限公司 | Waterproof construction method for anti-floating anchor rod leakage part in strongly weathered rock rich in fracture water |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20170321 |