CN207775948U - Pulling-Resistant Anchor Rod root waterproofing node structure - Google Patents
Pulling-Resistant Anchor Rod root waterproofing node structure Download PDFInfo
- Publication number
- CN207775948U CN207775948U CN201820010670.5U CN201820010670U CN207775948U CN 207775948 U CN207775948 U CN 207775948U CN 201820010670 U CN201820010670 U CN 201820010670U CN 207775948 U CN207775948 U CN 207775948U
- Authority
- CN
- China
- Prior art keywords
- waterproof
- pulling
- anchor rod
- waterproof roll
- node structure
- 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
Links
- 238000004078 waterproofing Methods 0.000 title claims abstract description 36
- 239000011159 matrix material Substances 0.000 claims abstract description 33
- 239000003973 paint Substances 0.000 claims abstract description 24
- 239000005871 repellent Substances 0.000 claims abstract description 23
- 239000010410 layer Substances 0.000 claims description 35
- 239000010426 asphalt Substances 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 239000011241 protective layer Substances 0.000 claims description 8
- 238000007789 sealing Methods 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 7
- 230000009286 beneficial effect Effects 0.000 abstract description 3
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model is related to a kind of Pulling-Resistant Anchor Rod root waterproofing node structures, including:Concrete layer;The anchor pole that bottom is inserted into and is anchored in the concrete layer;It is layed in the waterproof matrix of the concrete surface;The waterproof roll set on the anchor pole root is enclosed, the bottom of the waterproof roll and the waterproof matrix are affixed, and are formed with cylindrical space inside the waterproof roll;And it is filled in the water-repellent paint structure in the cylindrical space.The beneficial effects of the utility model are:The space set out is enclosed in anchor pole root using water-repellent paint structure filling waterproof roll, so that anchor pole root is closed with concrete layer junction by thicker water-repellent paint structure, the water resistance at node is improved, reduces leakage hidden trouble.
Description
Technical field
The utility model is related to technical field of building construction, refer in particular to a kind of Pulling-Resistant Anchor Rod root waterproofing node structure.
Background technology
With the appearance of large public building, the application of basement Pulling-Resistant Anchor Rod is also more and more.Pulling-Resistant Anchor Rod is to build
One kind of engineering underground structure measure of anti float is built, for resisting building upward displacement thereon.
But since anchor pole will penetrate basement bottom board waterproof layer, a large amount of trepannings can be generated on waterproof layer, processing is bad just
It can have water leakage.In Slab Waterproof Construction, anti-float anchor rod end and bedding plane boundary position are to be related to basement bottom
The important node of plate waterproof effect handles the bad major hidden danger that will become basement bottom board leak.
Traditional construction method is simple in the processing of anchor pole root, causes later stage leakage hidden trouble big.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of Pulling-Resistant Anchor Rod root waterproofing node knot
Structure, can solve that traditional waterproofing node is simple in structure, the big problem of leakage hidden trouble.
Realizing the technical solution of above-mentioned purpose is:
The utility model provides a kind of Pulling-Resistant Anchor Rod root waterproofing node structure, including:
Concrete layer;
The anchor pole that bottom is inserted into and is anchored in the concrete layer;
It is layed in the waterproof matrix of the concrete surface;
The waterproof roll set on the anchor pole root is enclosed, the bottom of the waterproof roll and the waterproof matrix are affixed, and
It is formed with cylindrical space inside the waterproof roll;And
The water-repellent paint structure being filled in the cylindrical space.
It is set out the utility model has the beneficial effects that being enclosed in anchor pole root using water-repellent paint structure filling waterproof roll
Space improves so that anchor pole root is closed with concrete layer junction by thicker water-repellent paint structure at node
Water resistance, reduce leakage hidden trouble.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure further improvement lies in that, the bottom of the waterproof roll
It is spaced apart and is equipped with multiple gap so that the bottom of the waterproof roll turns down the connection side for forming annular outward, passes through the company
Edge fit is Nian Jie with the waterproof matrix to realize that the waterproof roll and the waterproof matrix are affixed.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure further improvement lies in that, further include reinforcing layer, it is described
Reinforcing layer is set to the connection side with the waterproof matrix abutting edge so that the company of the waterproof roll and the waterproof matrix
Connect place's sealing.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure further improvement lies in that, the reinforcing layer be it is uncured
Rubber asphalt layer.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure further improvement lies in that, further include be set to it is described
Microlith protective layer on waterproof matrix covers the waterproof roll and the water-repellent paint knot by the microlith protective layer
Structure.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure further improvement lies in that, the waterproof matrix be SBS
Waterproof layer.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure further improvement lies in that, the waterproof roll be SBS
Waterproof roll.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure further improvement lies in that, the water-repellent paint structure is
Uncured rubber asphalt structure.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure further improvement lies in that, the water-repellent paint structure
Thickness is 40mm.
Description of the drawings
Fig. 1 is the schematic diagram that base's confining bed is laid in the waterproofing node structure of the utility model Pulling-Resistant Anchor Rod root.
Fig. 2 is that showing for waterproof roll is arranged in the waterproofing node structure of the utility model Pulling-Resistant Anchor Rod root on waterproof matrix
It is intended to.
Fig. 3 is the unfolding assumption diagram of waterproof roll in the waterproofing node structure of the utility model Pulling-Resistant Anchor Rod root.
Fig. 4 is the sectional view of the utility model Pulling-Resistant Anchor Rod root waterproofing node structure.
Specific implementation mode
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Referring to Fig.2, the utility model provides a kind of Pulling-Resistant Anchor Rod root waterproofing node structure, by by anchor pole root with
Concrete layer junction is closed, and the water resistance at node is improved, and reduces leakage hidden trouble.It is new to this practicality below in conjunction with the accompanying drawings
Type Pulling-Resistant Anchor Rod root waterproofing node structure illustrates.
As shown in Figure 2 and Figure 4, the utility model Pulling-Resistant Anchor Rod root waterproofing node structure includes concrete layer 10, bottom
Be inserted into and be anchored in concrete layer 10 anchor pole 20, be layed in 10 surface of concrete layer waterproof matrix 30, enclose set on anchor pole
The waterproof roll 40 of 20 roots, the water-repellent paint structure 50 being filled in inside coiled material 40 and thin on waterproof matrix 30
Stone protective layer 60.
Wherein, as shown in Figure 1, the smooth no laitance in the upper surface of concrete layer 10, waterproof matrix 30 are layed in concrete layer
On 10, and there is waterproof matrix 30 closing in 31, base's confining bed 32, to close the closing in 31, to prevent from receiving along 31 layings of closing up
Percolating water at mouth 31.Preferably, base's confining bed 32 is identical as the material of waterproof matrix 30, is SBS waterproof layers, and base seals
The width for closing layer 32 is 200mm.
As shown in Figures 2 and 3, waterproof roll 40 is enclosed is formed with cylindrical space 43 set on 20 root of anchor pole and inside, and
The bottom interval of waterproof roll 40 offers multiple gap 41 so that 90 ° of fold forms annular outward for the bottom of waterproof roll 40
Connection side 42, connect side 42 bottom surface it is Nian Jie with waterproof matrix 30 to realize that waterproof roll 40 and waterproof matrix 30 are affixed.
Preferably, waterproof roll 40 is SBS waterproof rolls, and length 500mm, the depth of gap is between 50mm and two neighboring gap
Between be divided into 20mm.
Water-repellent paint structure 50 is uncured rubber asphalt structure, by pouring uncured rubber in cylindrical space 43
Asphalt waterproofing paint and formed, the bottom of water-repellent paint structure 50 is fully Nian Jie with waterproof matrix 30, and water-repellent paint structure 50
The root of anchor pole 20 is wrapped in wherein so that 20 root of anchor pole and waterproof matrix 30, waterproof roll 40 and water-repellent paint structure
50 connections are integral, promote the water resistance at 20 root of anchor pole.Preferably, the thickness of water-repellent paint structure 50 is 40mm.
The waterproofing node structure further includes reinforcing layer (not shown), and the reinforcing layer is set to connection side 42 and waterproof
30 abutting edge of base prevents from pouring in cylindrical space 43 so that the sealing of the junction of waterproof roll 40 and waterproof matrix 30
Uncured rubber asphalt waterproof coating leakage.Preferably, reinforcing layer be uncured rubber asphalt layer, by connection side 42 with
It brushes uncured rubber asphalt waterproof coating and is formed in 30 abutting edge of waterproof matrix.
As shown in figure 4, the waterproofing node structure further includes microlith protective layer 60, waterproof is covered by microlith protective layer 60
Coiled material 40 and water-repellent paint structure 50.
The work progress of the utility model Pulling-Resistant Anchor Rod root waterproofing node structure is illustrated below.
First, to concrete surface smooth out makes its surface without laitance, the paving SBS waterproof layer shapes on concrete layer
Base's confining bed is formed at waterproof matrix, and along the SBS waterproof layers of one layer of 200mm wide of the closing in paving of waterproof matrix;
Then, it opens up gap in the bottom of waterproof roll and is disposed around anchor pole root and form cylindrical space, while the bottom of by
The connection side in portion turns down and is affixed on waterproof matrix;
Then, the uncured rubber asphalt waterproof coating of pouring in cylindrical space, formation water-repellent paint structure, while
Uncured rubber asphalt is brushed in the connection side of waterproof roll with waterproof matrix abutting edge, forms reinforcing layer;
Finally, microlith protective layer is poured.
The utility model Pulling-Resistant Anchor Rod root waterproofing node structure has the beneficial effect that:
The space set out is enclosed in anchor pole root using water-repellent paint structure filling waterproof roll so that anchor pole root with
Concrete layer junction is closed by thicker water-repellent paint structure, improves the water resistance at node, reduces leakage hidden trouble.
The utility model is described in detail above in association with attached drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not be constituted to this practicality
Novel restriction, the utility model will be using the ranges that the appended claims define as the scope of protection of the utility model.
Claims (9)
1. a kind of Pulling-Resistant Anchor Rod root waterproofing node structure, which is characterized in that including:
Concrete layer;
The anchor pole that bottom is inserted into and is anchored in the concrete layer;
It is layed in the waterproof matrix of the concrete surface;
The waterproof roll set on the anchor pole root is enclosed, the bottom of the waterproof roll and the waterproof matrix are affixed and described
Cylindrical space is formed with inside waterproof roll;And
The water-repellent paint structure being filled in the cylindrical space.
2. Pulling-Resistant Anchor Rod root waterproofing node structure as described in claim 1, which is characterized in that the bottom of the waterproof roll
It is spaced apart and is equipped with multiple gap so that the bottom of the waterproof roll turns down the connection side for forming annular outward, passes through the company
Edge fit is Nian Jie with the waterproof matrix to realize that the waterproof roll and the waterproof matrix are affixed.
3. Pulling-Resistant Anchor Rod root waterproofing node structure as claimed in claim 2, which is characterized in that further include reinforcing layer, it is described
Reinforcing layer is set to the connection side with the waterproof matrix abutting edge so that the company of the waterproof roll and the waterproof matrix
Connect place's sealing.
4. Pulling-Resistant Anchor Rod root waterproofing node structure as claimed in claim 3, which is characterized in that the reinforcing layer is uncured
Rubber asphalt layer.
5. Pulling-Resistant Anchor Rod root waterproofing node structure as described in claim 1, which is characterized in that further include being set to the waterproof
Microlith protective layer on base covers the waterproof roll and the water-repellent paint structure by the microlith protective layer.
6. Pulling-Resistant Anchor Rod root waterproofing node structure as described in claim 1, which is characterized in that the waterproof matrix is SBS
Waterproof layer.
7. Pulling-Resistant Anchor Rod root waterproofing node structure as described in claim 1, which is characterized in that the waterproof roll is SBS
Waterproof roll.
8. Pulling-Resistant Anchor Rod root waterproofing node structure as described in claim 1, which is characterized in that the water-repellent paint structure is
Uncured rubber asphalt structure.
9. Pulling-Resistant Anchor Rod root waterproofing node structure as described in claim 1, which is characterized in that the water-repellent paint structure
Thickness is 40mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820010670.5U CN207775948U (en) | 2018-01-04 | 2018-01-04 | Pulling-Resistant Anchor Rod root waterproofing node structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820010670.5U CN207775948U (en) | 2018-01-04 | 2018-01-04 | Pulling-Resistant Anchor Rod root waterproofing node structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207775948U true CN207775948U (en) | 2018-08-28 |
Family
ID=63223600
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820010670.5U Expired - Fee Related CN207775948U (en) | 2018-01-04 | 2018-01-04 | Pulling-Resistant Anchor Rod root waterproofing node structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207775948U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109958460A (en) * | 2019-03-12 | 2019-07-02 | 重庆交通大学 | The multi-functional anchoring waterproof construction of one kind and its anchoring process |
CN112609748A (en) * | 2020-11-05 | 2021-04-06 | 中国建筑第八工程局有限公司 | Anti-floating anchor rod waterproof node structure and construction method thereof |
CN112810368A (en) * | 2020-12-18 | 2021-05-18 | 漳州市环佳清洁服务有限公司 | Waterscape stone structure for landscaping and construction method thereof |
CN116201112A (en) * | 2023-05-06 | 2023-06-02 | 四川蜀道建筑科技有限公司 | Anti-floating anchor rod structure for preventing water from being reversed |
-
2018
- 2018-01-04 CN CN201820010670.5U patent/CN207775948U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109958460A (en) * | 2019-03-12 | 2019-07-02 | 重庆交通大学 | The multi-functional anchoring waterproof construction of one kind and its anchoring process |
CN112609748A (en) * | 2020-11-05 | 2021-04-06 | 中国建筑第八工程局有限公司 | Anti-floating anchor rod waterproof node structure and construction method thereof |
CN112810368A (en) * | 2020-12-18 | 2021-05-18 | 漳州市环佳清洁服务有限公司 | Waterscape stone structure for landscaping and construction method thereof |
CN116201112A (en) * | 2023-05-06 | 2023-06-02 | 四川蜀道建筑科技有限公司 | Anti-floating anchor rod structure for preventing water from being reversed |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN207775948U (en) | Pulling-Resistant Anchor Rod root waterproofing node structure | |
CN207987983U (en) | A kind of waterproof construction being used for underground engineering main body construction seam and post-cast strip | |
CN204282357U (en) | A kind of underground box structure anti-float anchor rod waterproofing system | |
CN107059946A (en) | A kind of basement drain plate and its construction | |
CN206090638U (en) | Underground side wall post -cast strip waterproof construction | |
CN108331034A (en) | Pier nose formula anti-float anchor rod waterproofing node and its construction method | |
CN105951893A (en) | Uplift pile head node waterproof structure and construction method thereof | |
CN110056015A (en) | Concave reinforced anti-floating anchor rod waterproof node structure and construction method thereof | |
CN107386298A (en) | A kind of depth hole composite supporting construction and its construction method with water-proof function | |
CN211312492U (en) | Prestressed pipe pile head waterproof structure and pipe pile head | |
CN106884436A (en) | A kind of construction method of the waterproof connecting structure of foundation ditch uplift pile and structure base slab | |
CN212129250U (en) | Construction structure for additionally arranging collecting groove on post-cast strip of high-water-level foundation | |
CN105735206B (en) | The reparation structure and construction method of severe cold area morbid state concrete gravity dam | |
CN208280189U (en) | Pier nose formula anti-float anchor rod waterproofing node | |
CN106869304A (en) | Outer wall of basement waterproof construction and construction method in a kind of confined space | |
CN111636483A (en) | Waterproof device for reverse construction concrete structure gap and construction method | |
CN110439016A (en) | A kind of pile foundation waterproof construction method | |
CN205711985U (en) | The reparation structure of severe cold area morbid state concrete gravity dam | |
CN215630186U (en) | Basement high water level precast pile head waterproof construction | |
CN206521812U (en) | A kind of anti-leakage structure of toilet | |
CN207295791U (en) | A kind of pile crown waterproof construction | |
CN204608839U (en) | Ater-casting anti-corrosion structure | |
CN204780776U (en) | Submarine lawn | |
CN204174629U (en) | A kind of light-duty precipitation well point ater-casting, underground building multi-way prevention plugging structure | |
CN211898577U (en) | Basement roof waterproof structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180828 |
|
CF01 | Termination of patent right due to non-payment of annual fee |