CN206495241U - A kind of new waterproof construction of anti-float anchor rod - Google Patents
A kind of new waterproof construction of anti-float anchor rod Download PDFInfo
- Publication number
- CN206495241U CN206495241U CN201720180100.6U CN201720180100U CN206495241U CN 206495241 U CN206495241 U CN 206495241U CN 201720180100 U CN201720180100 U CN 201720180100U CN 206495241 U CN206495241 U CN 206495241U
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- Prior art keywords
- waterproof
- anchor rod
- sole plate
- anchor
- float
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Abstract
The utility model discloses a kind of new waterproof of anti-float anchor rod construction, water proof structure includes anti-float anchor rod, anti-float anchor rod includes anchor pole cage bar and anchor bar, new waterproof constructs the sole plate for also including laying, pea gravel concreten bed course, anchor pole cage bar is fixed vertically and through in sole plate and pea gravel concreten bed course, being provided with the top of anti-float anchor rod and on sole plate can be around the anchor bar SBS waterproof roll of one week, gap between SBS waterproof rolls interface and anchor bar is closely pasted with pitch ointment, expansion sealing strip is provided with sole plate middle upper part and around anchor bar surrounding；Sole plate sets gradually as concrete floor, waterproof slab coiled material, waterproof material protective layer from top to bottom.The new waterproof construction of anti-float anchor rod of the present utility model, processes and is arranged and fixed conveniently, comprehensive water-proofing treatment is carried out to anti-float anchor rod, efficiently solves the new waterproof construction of the seepage of anti-float anchor rod.
Description
Technical field
The utility model is related to technical field of building construction, the new waterproof construction of more particularly to a kind of anti-float anchor rod.
Background technology
Anti-float anchor rod refers to the general name for resisting the various pile-type that building is shifted up, and anti-float anchor rod is different from general base
Plinth stake, there is the special performance of its own.In the case that the depth of building foundation is more than level of ground water, building can be by underground
The influence of the buoyancy of water produces floating, is typically employed in the prior art below sole plate and sets the mode of anti-float anchor rod to offset
The vertical displacement of buildings that buoyancy is caused.There is the raft foundation building of anti-float anchor rod, in raft plate waterproof construction, anti-float anchor rod
Top is narrow and small because of the space between anchor pole reinforcing bar, waterproof roll can not whole pavings in place, usually as waterproof weak link, such as
Fruit handles not in place, and whole waterproof slab can be caused to fall short of success for lack of final effort, the intensity and durability of structure can be not only influenceed, can also cause
Concrete leak, has a strong impact on the normal of engineering and uses, therefore, the water-proofing treatment at anti-float anchor rod position is basementwaterproofing
Design emphasis, and be typically employed in the prior art around anchor pole on concrete bed course and apply one of cement-base infiltration crystallization waterproof material
Material, coiled material cuts off box out at anchor pole, then applies one of waterproof material, and waterproof construction is formed entirety, chance water is twined in anchor trend
Expansion sealing strip, meets at anchor pole in coiled material, because wanting box out to be cut off in side, the effect of waterproof is so just reduced at the place of cutting off
Really, prevent waterproof layer from forming entirety, lose the meaning of anti-float anchor rod waterproof construction.
Utility model content
For defect present in prior art or deficiency, the utility model innovatively proposes a kind of anti-float anchor rod
New waterproof is constructed, and is processed and is arranged and fixed conveniently, and is carried out comprehensive water-proofing treatment to anti-float anchor rod, is efficiently solved anti-floating
The new waterproof construction of the seepage of anchor pole.
What the technical solution of the utility model was realized in：
A kind of new waterproof construction of anti-float anchor rod, the water proof structure includes anti-float anchor rod, the anti-float anchor rod bag
Anchor pole cage bar and anchor bar are included, the new waterproof construction also includes sole plate, the pea gravel concreten bed course of laying,
The sole plate is arranged at the top of pea gravel concreten bed course, the anchor pole cage bar it is fixed vertically and through sole plate and
In pea gravel concreten bed course, being provided with the top of the anti-float anchor rod and on sole plate can be around anchor bar one week
SBS waterproof rolls, the gap between the SBS waterproof rolls interface and anchor bar is closely pasted with pitch ointment,
Sole plate middle upper part and anchor bar surrounding is provided with expansion sealing strip, the expansion sealing strip and sole plate it
Between be closely pasted with pitch ointment；The sole plate sets gradually as concrete floor, waterproof slab coiled material, prevented from top to bottom
Water material protection layer.
It is preferred that, waterproof roll enhancement layer is provided between the concrete floor and waterproof slab coiled material.
It is preferred that, the anchor sleeve for wrapping up whole anchor pole cage bar is provided with sole plate and the pea gravel concreten bed course
Waterproof coating layer filled with bilevel microdilatancy pea gravel concreten layer and centre in cylinder, the anchor pole sleeve.
It is preferred that, steel plate for sealing water is provided between the microdilatancy pea gravel concreten layer of the waterproof coating layer and lower floor, institute
State the preset hole for offering and being passed through for anchor pole cage bar on steel plate for sealing water.
Compared with prior art, the beneficial effects of the utility model are：
The utility model discloses a kind of new waterproof of anti-float anchor rod construction, the water proof structure is provided with multi layer waterproof and arranged
Apply, these waterproof measures can effectively prevent underground water below pea gravel concreten bed course by anti-float anchor rod and sole plate it
Between the upward seepage of attachment structure；Being provided with the top of anti-float anchor rod and on the sole plate can be around anchor bar one week
SBS waterproof rolls, the gap between SBS waterproof rolls interface and anchor bar is closely pasted with pitch ointment, on basis
Bottom plate middle upper part and anchor bar surrounding is provided with expansion sealing strip, makes the waterproof construction of the upper section of sole plate
An entirety is formed, waterproof effect is added；The waterproof roll enhancement layer set in sole plate, further enhancing waterproof effect
Really；The new waterproof constructs its easy construction, not only increases the waterproof effect of building Base isolation system, and is effectively ensured
The intensity and durability of structure.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Reference：1st, anti-float anchor rod；2nd, anchor bar；3rd, anchor pole cage bar；4th, sole plate；5th, pea gravel concreten pad
Layer；6th, SBS waterproof rolls；7th, pitch ointment；8th, expansion sealing strip；9th, concrete floor；10th, waterproof slab coiled material；11st, waterproof
Material protection layer；12nd, waterproof roll enhancement layer；13rd, waterproof coating layer；14th, steel plate for sealing water；15th, microdilatancy pea gravel concreten layer；
16th, anchor pole sleeve.
Embodiment
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is carried out
Clearly and completely describe, it is clear that described embodiment is only a part of embodiment of the utility model, rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made
The every other embodiment obtained, belongs to the scope of the utility model protection.
As shown in Figure 1, the utility model provides a kind of new waterproof construction of anti-float anchor rod, the water proof structure bag
Anti-float anchor rod 1 is included, the anti-float anchor rod 1 includes anchor pole cage bar 3 and anchor bar 2, and the new waterproof construction also includes
There are sole plate 4, the pea gravel concreten bed course 5 of laying, the sole plate 4 is arranged at the top of pea gravel concreten bed course 5, institute
State anchor pole cage bar 3 fixed vertically and through in sole plate 4 and pea gravel concreten bed course 5, the top of anti-float anchor rod 1 and position
Be provided with sole plate 4 can around the anchor bar SBS waterproof rolls 6 of 2 one weeks, the interface of SBS waterproof rolls 6 and
Gap between anchor bar 2 is closely pasted with pitch ointment 7, in the middle upper part of sole plate 4 and around anchor bar 2 four
It is provided with expansion sealing strip 8 week, closely pitch ointment 7 is pasted between the expansion sealing strip 8 and sole plate 4；The base
Plinth bottom plate 4 sets gradually as concrete floor, waterproof slab coiled material, waterproof material protective layer from top to bottom, base described in the base
Plinth bottom plate 4 sets gradually as concrete floor 9, waterproof slab coiled material 10, waterproof material protective layer 11 from top to bottom, described mixed
Waterproof roll enhancement layer 12 is provided between solidifying soil bottom plate 9 and waterproof slab coiled material 10；The sole plate 4 and pea gravel concreten
It is provided with bed course 5 in the anchor pole sleeve 16 for wrapping up whole anchor pole cage bar 3, the anchor pole sleeve 16 filled with bilevel micro-
Expand the microdilatancy microlith coagulation of pea gravel concreten layer 15 and middle waterproof coating layer 13, the waterproof coating layer 13 and lower floor
The preset hole for offering and being passed through for anchor pole cage bar 3 on steel plate for sealing water 14, the steel plate for sealing water 14 is provided between soil layer 15.This is new
The new waterproof of the anti-float anchor rod of type constructs its easy construction, not only increases the waterproof effect of building Base isolation system, and
The intensity and durability of structure has been effectively ensured.
The preferred embodiment of utility model is the foregoing is only, it is all in this reality not to limit the utility model
Within new spirit and principle, any modification, equivalent substitution and improvements made etc. should be included in of the present utility model
Within protection domain.
Claims (4)
1. a kind of new waterproof construction of anti-float anchor rod, the water proof structure includes anti-float anchor rod, the anti-float anchor rod includes
There are anchor pole cage bar and anchor bar, it is characterised in that：The new waterproof construction, which also includes the sole plate of laying, microlith, to be mixed
Solidifying soil padding, the sole plate is arranged at the top of pea gravel concreten bed course, the anchor pole cage bar it is fixed vertically and through
In sole plate and pea gravel concreten bed course, being provided with the top of the anti-float anchor rod and on sole plate can be around anchoring steel
The muscle SBS waterproof rolls of one week, the gap between the SBS waterproof rolls interface and anchor bar is closely pasted with pitch
Ointment, expansion sealing strip, the expansion sealing strip and base are provided with sole plate middle upper part and around anchor bar surrounding
Closely pitch ointment is pasted between plinth bottom plate；The sole plate is set gradually from top to bottom to be prevented for concrete floor, bottom plate
Water coiled material, waterproof material protective layer.
2. the new waterproof construction of anti-float anchor rod according to claim 1, it is characterised in that：In the concrete floor and
Waterproof roll enhancement layer is provided between waterproof slab coiled material.
3. the new waterproof construction of anti-float anchor rod according to claim 1, it is characterised in that：The sole plate and microlith
It is provided with concrete cushion in the anchor pole sleeve for wrapping up whole anchor pole cage bar, the anchor pole sleeve filled with bilevel micro-
Expand pea gravel concreten layer and the waterproof coating layer of centre.
4. the new waterproof construction of anti-float anchor rod according to claim 3, it is characterised in that：The waterproof coating layer and under
It is provided between the microdilatancy pea gravel concreten layer of layer and offers what is passed through for anchor pole cage bar on steel plate for sealing water, the steel plate for sealing water
Preset hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720180100.6U CN206495241U (en) | 2017-02-27 | 2017-02-27 | A kind of new waterproof construction of anti-float anchor rod |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720180100.6U CN206495241U (en) | 2017-02-27 | 2017-02-27 | A kind of new waterproof construction of anti-float anchor rod |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206495241U true CN206495241U (en) | 2017-09-15 |
Family
ID=59806894
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720180100.6U Expired - Fee Related CN206495241U (en) | 2017-02-27 | 2017-02-27 | A kind of new waterproof construction of anti-float anchor rod |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206495241U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108560612A (en) * | 2018-05-12 | 2018-09-21 | 深圳市钜力岩土工程有限公司 | Water-stop |
| CN108894248A (en) * | 2018-08-14 | 2018-11-27 | 中建五局土木工程有限公司 | Underground structure and ground-connecting-wall attachment device and method |
| CN109487756A (en) * | 2018-01-20 | 2019-03-19 | 深圳市深水水务咨询有限公司 | The repairing structure and its construction method at the expansion joint of pressurized water transmission box culvert |
| CN109505313A (en) * | 2018-12-14 | 2019-03-22 | 深圳市普赛特建筑工程技术有限公司 | Water-tight device |
| CN109853638A (en) * | 2019-04-02 | 2019-06-07 | 中建二局第一建筑工程有限公司 | The fast pore-creating process used for Soft Soil Layer anti-float anchor rod |
| CN110056015A (en) * | 2019-03-15 | 2019-07-26 | 中建一局集团第五建筑有限公司 | Concave reinforced anti-floating anchor rod waterproof node structure and construction method thereof |
| CN110528593A (en) * | 2019-08-05 | 2019-12-03 | 中国电建集团铁路建设有限公司 | The heat insulating and water proof structure and construction method of station main body and accessory structure top plate seam |
| CN111501855A (en) * | 2020-04-27 | 2020-08-07 | 中国一冶集团有限公司 | Ground anchor anti-floating structure and construction method thereof |
| CN112177059A (en) * | 2020-09-30 | 2021-01-05 | 苏州立诚建筑设计院有限公司 | Anti-floating anchor rod structure and assembling method thereof |
| CN114960777A (en) * | 2022-06-07 | 2022-08-30 | 中国五冶集团有限公司 | Waterproof node structure at top of anti-floating anchor rod and construction method |
-
2017
- 2017-02-27 CN CN201720180100.6U patent/CN206495241U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109487756A (en) * | 2018-01-20 | 2019-03-19 | 深圳市深水水务咨询有限公司 | The repairing structure and its construction method at the expansion joint of pressurized water transmission box culvert |
| CN108560612B (en) * | 2018-05-12 | 2023-07-14 | 深圳市普赛特建筑工程技术有限公司 | Water stop device |
| CN108560612A (en) * | 2018-05-12 | 2018-09-21 | 深圳市钜力岩土工程有限公司 | Water-stop |
| CN108894248A (en) * | 2018-08-14 | 2018-11-27 | 中建五局土木工程有限公司 | Underground structure and ground-connecting-wall attachment device and method |
| CN109505313A (en) * | 2018-12-14 | 2019-03-22 | 深圳市普赛特建筑工程技术有限公司 | Water-tight device |
| CN109505313B (en) * | 2018-12-14 | 2023-10-27 | 深圳市普赛特建筑工程技术有限公司 | waterproof device |
| CN110056015A (en) * | 2019-03-15 | 2019-07-26 | 中建一局集团第五建筑有限公司 | Concave reinforced anti-floating anchor rod waterproof node structure and construction method thereof |
| CN109853638A (en) * | 2019-04-02 | 2019-06-07 | 中建二局第一建筑工程有限公司 | The fast pore-creating process used for Soft Soil Layer anti-float anchor rod |
| CN110528593A (en) * | 2019-08-05 | 2019-12-03 | 中国电建集团铁路建设有限公司 | The heat insulating and water proof structure and construction method of station main body and accessory structure top plate seam |
| CN111501855A (en) * | 2020-04-27 | 2020-08-07 | 中国一冶集团有限公司 | Ground anchor anti-floating structure and construction method thereof |
| CN112177059B (en) * | 2020-09-30 | 2021-04-16 | 苏州立诚建筑设计院有限公司 | Anti-floating anchor rod structure and assembling method thereof |
| CN112177059A (en) * | 2020-09-30 | 2021-01-05 | 苏州立诚建筑设计院有限公司 | Anti-floating anchor rod structure and assembling method thereof |
| CN114960777A (en) * | 2022-06-07 | 2022-08-30 | 中国五冶集团有限公司 | Waterproof node structure at top of anti-floating anchor rod and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20170915 Termination date: 20180227 |