CN104153401A - Waterproof construction method for anti-floating anchor rods - Google Patents
Waterproof construction method for anti-floating anchor rods Download PDFInfo
- Publication number
- CN104153401A CN104153401A CN201410393796.1A CN201410393796A CN104153401A CN 104153401 A CN104153401 A CN 104153401A CN 201410393796 A CN201410393796 A CN 201410393796A CN 104153401 A CN104153401 A CN 104153401A
- Authority
- CN
- China
- Prior art keywords
- waterproof
- anchor rod
- float anchor
- layer
- construction method
- 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.)
- Pending
Links
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The invention discloses a waterproof construction method for anti-floating anchor rods. The waterproof construction method for anti-floating anchor rods includes the following construction steps that A, a concrete cushion is poured; B, cement paste is poured around the anti-floating anchor rods; C, cement-based crystallization waterproof paint is brushed; D, a waterproof roll layer is laid; E, waterproof grease is poured, and a waterproof protection layer is poured. The waterproof construction method for anti-floating anchor rods has the advantages that gaps between the anchor rods and bed rock can be effectively sealed for avoiding water burst; the problem that because waterproof paint on the root portions of rebars of the anchor rods is not compact, water is prone to leakage is solved; a water stop steel plate can stop capillary water from rising along rod bodies to cause water seepage hazards, the water stop effect is good, and leakage resistance is improved.
Description
Technical field
The present invention relates to a kind of building operations waterproof method, in particular, relate to a kind of anti-float anchor rod waterproof construction method.
Background technology
Current in construction work underground structure, anti-float anchor rod is directly communicated with basement rock and base plate, runs through substrate waterproofing course, and therefore the possibility increase of infiltration is very large.In present atlas waterproofing process, without the processing of anti-float anchor rod node waterproof, anti-float anchor rod waterproofing node is processed and is generally selected buildings waterproof structure pile foundation waterproofing process; But Pile Diameter is greater than anti-float anchor rod diameter conventionally, be much smaller with respect to pile foundation levels operation face, when brushing cement based penetration crystallization type water proofing paint, waterproof effect is difficult to ensure; Pile foundation end face exceeds the 50mm of waterproofing course basic unit conventionally, and when anti-floating anchor rod grouting and essential bearing stratum one flat, anti-float anchor rod end face, lower than waterproofing course basic unit, cannot make waterproofing course closure.If anti-float anchor rod is in basement rock issue place in addition, use merely sealing cement sealing cannot block issue, the capillary water path of rising along the body of rod is longer, leaves over infiltration hidden danger.
Summary of the invention
The present invention is directed to the deficiencies in the prior art, and a kind of good water-proof effect is provided, improve efficiency of construction, reduce the anti-float anchor rod waterproof construction method of construction cost.
Anti-float anchor rod waterproof construction method of the present invention, comprises following construction sequence:
A, by clean anti-float anchor rod removing surface, vertically put into underground soil layer, then fluid concrete bed course on underground soil layer;
B, around anti-float anchor rod, joints cement is starched only, cement paste build the highly height sum for underground soil layer and concrete cushion; Cement paste adopts delamination pour slurry, repeatedly mends slurry, and slip casting is not rocked anti-float anchor rod in complete 24 hours;
C, cement paste and concrete cushion upper surface are put within the scope of radius 250-350mm and cleaned out centered by anti-float anchor rod, brushing cement based crystalline waterproof coating material three to five times, emphasis brushing position is anti-float anchor rod and concrete cushion intersection;
After D, cement based crystalline waterproof coating material solidify, at cement based crystalline waterproof coating material surface uniform brushing special treating agent, pending dose of dry tack-free rear laying water-proof coiled material layer forms Φ 80-120 cylinder around anti-float anchor rod;
After E, waterproof roll layer install, in cylinder, pour into waterproofing unction, fill compacting, build fish tail and waterproof layer, bottom board after fish tail and waterproof layer solidifies in Φ 80-120 cylinder periphery.
Described waterproof roll layer is BAC adhesive waterproof coil, and thickness is 3mm.
When described step D middle berth is set up defences water coiled material layer, if in environment temperature time construction lower than 10 °, because waterproof roll layer adhesion strength is little, when construction, adopt benzine blow lamp that cement based crystalline waterproof coating material and waterproof roll layer are heated a little and baked to micro-molten state, to strengthen the adhesion strength between waterproofing materials and waterproof matrix, then the laying water-proof coiled material layer of constructing.
On described anti-float anchor rod, top is fixedly welded with steel plate for sealing water.
Described waterproofing protection layer material is C20 concrete, and thickness is 50-70mm.
The height that described anti-float anchor rod forms Φ 80-120 cylinder is around 50-70mm.
The invention has the beneficial effects as follows: gap water burst between (1) effective shutoff anchor pole and basement rock; (2) solve the easily phenomenon of infiltration of anchor pole reinforcing bar root water-repellent paint imprecision; (3) steel plate for sealing water is set and can stops that capillary water rises and causes infiltration hidden danger along the body of rod, stagnant water effect is good, improves leakage resistance.
Brief description of the drawings
Fig. 1 is structural representation of the present invention;
In figure: anti-float anchor rod 1, underground soil layer 2, cement paste 3, concrete cushion 4, cement based crystalline waterproof coating material 5, waterproof roll layer 6, fish tail and waterproof layer 7, waterproofing unction 8, base plate 9, steel plate for sealing water 10.
Detailed description of the invention
Below in conjunction with accompanying drawing, the invention will be further described.
Embodiment 1
Anti-float anchor rod waterproof construction method of the present invention, comprises following construction sequence:
A, by clean anti-float anchor rod 1 removing surface, vertically put into underground soil layer 2, then fluid concrete bed course 4 on underground soil layer 2;
B, around anti-float anchor rod 1 the clean slurry 3 of joints cement, building of cement paste 3 is highly the height sum of underground soil layer 2 and concrete cushion 4; Cement paste 3 adopts delamination pour slurry, repeatedly mends slurry, and slip casting is not rocked anti-float anchor rod 1 in complete 24 hours;
C, cement paste 3 and concrete cushion 4 upper surfaces are put within the scope of radius 250mm and cleaned out centered by anti-float anchor rod 1, brushing cement based crystalline waterproof coating material 5 three times, emphasis brushing position is anti-float anchor rod 1 and concrete cushion 4 intersections;
After D, cement based crystalline waterproof coating material 5 solidify, at cement based crystalline waterproof coating material 5 surface uniform brushing special treating agents, pending dose of dry tack-free rear laying water-proof coiled material layer 6 forms Φ 80 cylinders around anti-float anchor rod 1;
After E, waterproof roll layer 6 install, in cylinder, pour into waterproofing unction 8, fill compacting, build fish tail and waterproof layer 7 in Φ 80 cylinder peripheries, bottom board 9 after fish tail and waterproof layer 7 solidifies.
Described waterproof roll layer 6 is BAC adhesive waterproof coil, and thickness is 3mm.
When described step D middle berth is set up defences water coiled material layer 6, if in environment temperature time construction lower than 10 °, because waterproof roll layer 6 adhesion strength are little, when construction, adopt benzine blow lamp that cement based crystalline waterproof coating material 5 and waterproof roll layer 6 are heated a little and baked to micro-molten state, to strengthen the adhesion strength between waterproofing materials and waterproof matrix, then the laying water-proof coiled material layer 6 of constructing.
Described anti-float anchor rod 1 top is fixedly welded with steel plate for sealing water 10.
Described fish tail and waterproof layer 7 materials are C20 concrete, and thickness is 50mm.
The height that described anti-float anchor rod 1 forms Φ 80 cylinders is around 50mm.
Embodiment 2
Anti-float anchor rod waterproof construction method of the present invention, comprises following construction sequence:
A, by clean anti-float anchor rod 1 removing surface, vertically put into underground soil layer 2, then fluid concrete bed course 4 on underground soil layer 2;
B, around anti-float anchor rod 1 the clean slurry 3 of joints cement, building of cement paste 3 is highly the height sum of underground soil layer 2 and concrete cushion 4; Cement paste 3 adopts delamination pour slurry, repeatedly mends slurry, and slip casting is not rocked anti-float anchor rod 1 in complete 24 hours;
C, cement paste 3 and concrete cushion 4 upper surfaces are put within the scope of radius 300mm and cleaned out centered by anti-float anchor rod 1, brushing cement based crystalline waterproof coating material 5 three times, emphasis brushing position is anti-float anchor rod 1 and concrete cushion 4 intersections;
After D, cement based crystalline waterproof coating material 5 solidify, at cement based crystalline waterproof coating material 5 surface uniform brushing special treating agents, pending dose of dry tack-free rear laying water-proof coiled material layer 6 forms Φ 100 cylinders around anti-float anchor rod 1;
After E, waterproof roll layer 6 install, in cylinder, pour into waterproofing unction 8, fill compacting, build fish tail and waterproof layer 7 in Φ 100 cylinder peripheries, bottom board 9 after fish tail and waterproof layer 7 solidifies.
Described waterproof roll layer 6 is BAC adhesive waterproof coil, and thickness is 3mm.
When described step D middle berth is set up defences water coiled material layer 6, if in environment temperature time construction lower than 10 °, because waterproof roll layer 6 adhesion strength are little, when construction, adopt benzine blow lamp that cement based crystalline waterproof coating material 5 and waterproof roll layer 6 are heated a little and baked to micro-molten state, to strengthen the adhesion strength between waterproofing materials and waterproof matrix, then the laying water-proof coiled material layer 6 of constructing.
Described anti-float anchor rod 1 top is fixedly welded with steel plate for sealing water 10.
Described fish tail and waterproof layer 7 materials are C20 concrete, and thickness is 60mm.
The height that described anti-float anchor rod 1 forms Φ 100 cylinders is around 60mm.
Embodiment 3
Anti-float anchor rod waterproof construction method of the present invention, comprises following construction sequence:
A, by clean anti-float anchor rod 1 removing surface, vertically put into underground soil layer 2, then fluid concrete bed course 4 on underground soil layer 2;
B, around anti-float anchor rod 1 the clean slurry 3 of joints cement, building of cement paste 3 is highly the height sum of underground soil layer 2 and concrete cushion 4; Cement paste 3 adopts delamination pour slurry, repeatedly mends slurry, and slip casting is not rocked anti-float anchor rod 1 in complete 24 hours;
C, cement paste 3 and concrete cushion 4 upper surfaces are put within the scope of radius 350mm and cleaned out centered by anti-float anchor rod 1, brushing cement based crystalline waterproof coating material 5 three times, emphasis brushing position is anti-float anchor rod 1 and concrete cushion 4 intersections;
After D, cement based crystalline waterproof coating material 5 solidify, at cement based crystalline waterproof coating material 5 surface uniform brushing special treating agents, pending dose of dry tack-free rear laying water-proof coiled material layer 6 forms Φ 120 cylinders around anti-float anchor rod 1;
After E, waterproof roll layer 6 install, in cylinder, pour into waterproofing unction 8, fill compacting, build fish tail and waterproof layer 7 in Φ 120 cylinder peripheries, bottom board 9 after fish tail and waterproof layer 7 solidifies.
Described waterproof roll layer 6 is BAC adhesive waterproof coil, and thickness is 3mm.
When described step D middle berth is set up defences water coiled material layer 6, if in environment temperature time construction lower than 10 °, because waterproof roll layer 6 adhesion strength are little, when construction, adopt benzine blow lamp that cement based crystalline waterproof coating material 5 and waterproof roll layer 6 are heated a little and baked to micro-molten state, to strengthen the adhesion strength between waterproofing materials and waterproof matrix, then the laying water-proof coiled material layer 6 of constructing.
Described anti-float anchor rod 1 top is fixedly welded with steel plate for sealing water 10.
Described fish tail and waterproof layer 7 materials are C20 concrete, and thickness is 70mm.
The height that described anti-float anchor rod 1 forms Φ 100 cylinders is around 70mm.
Claims (6)
1. an anti-float anchor rod waterproof construction method, is characterized in that, comprises following construction sequence:
A, by clean anti-float anchor rod (1) removing surface, vertically put into underground soil layer (2), then fluid concrete bed course (4) on underground soil layer (2);
B, around anti-float anchor rod (1), joints cement is starched (3) only, cement paste (3) build the highly height sum for underground soil layer (2) and concrete cushion (4); Cement paste (3) adopts delamination pour slurry, repeatedly mends slurry, and anti-float anchor rod (1) is not rocked in slip casting in complete 24 hours;
C, cement paste (3) and concrete cushion (4) upper surface are put within the scope of radius 250-350mm and cleaned out centered by anti-float anchor rod (1), brushing cement based crystalline waterproof coating material (5) three to five times, emphasis brushing position is anti-float anchor rod (1) and concrete cushion (4) intersection;
After D, cement based crystalline waterproof coating material (5) solidify, at cement based crystalline waterproof coating material (5) surface uniform brushing special treating agent, pending dose of dry tack-free rear laying water-proof coiled material layer (6) forms Φ 80-120 cylinder around anti-float anchor rod (1);
After E, waterproof roll layer (6) install, in cylinder, pour into waterproofing unction (8), fill compacting, build fish tail and waterproof layer (7) in Φ 80-120 cylinder periphery, solidify rear bottom board (9) until fish tail and waterproof layer (7).
2. anti-float anchor rod waterproof construction method according to claim 1, is characterized in that, described waterproof roll layer (6) is BAC adhesive waterproof coil, and thickness is 3mm.
3. anti-float anchor rod waterproof construction method according to claim 1, it is characterized in that, when described step D middle berth is set up defences water coiled material layer (6), if in environment temperature time construction lower than 10 °, because waterproof roll layer (6) adhesion strength is little, when construction, adopt benzine blow lamp that cement based crystalline waterproof coating material (5) and waterproof roll layer (6) are heated a little and baked to micro-molten state, to strengthen the adhesion strength between waterproofing materials and waterproof matrix, then the laying water-proof coiled material layer (6) of constructing.
4. anti-float anchor rod waterproof construction method according to claim 1, is characterized in that, described anti-float anchor rod (1) top is fixedly welded with steel plate for sealing water (10).
5. anti-float anchor rod waterproof construction method according to claim 1, is characterized in that, described fish tail and waterproof layer (7) material is C20 concrete, and thickness is 50-70mm.
6. anti-float anchor rod waterproof construction method according to claim 1, is characterized in that, the height that described anti-float anchor rod (1) forms Φ 80-120 cylinder is around 50-70mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410393796.1A CN104153401A (en) | 2014-08-12 | 2014-08-12 | Waterproof construction method for anti-floating anchor rods |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410393796.1A CN104153401A (en) | 2014-08-12 | 2014-08-12 | Waterproof construction method for anti-floating anchor rods |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104153401A true CN104153401A (en) | 2014-11-19 |
Family
ID=51879015
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410393796.1A Pending CN104153401A (en) | 2014-08-12 | 2014-08-12 | Waterproof construction method for anti-floating anchor rods |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104153401A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040705A (en) * | 2015-07-06 | 2015-11-11 | 广东省第四建筑工程有限公司 | Ground foundation treatment construction technology under multi-karst-cave geological conditions |
| CN105256797A (en) * | 2015-09-01 | 2016-01-20 | 中建八局第四建设有限公司 | Method for waterproof construction of anti-floating anchor rod |
| CN105926617A (en) * | 2016-06-28 | 2016-09-07 | 中国五冶集团有限公司 | Structure capable of proving protection for anti-floating anchor rod and construction method thereof |
| CN108560612A (en) * | 2018-05-12 | 2018-09-21 | 深圳市钜力岩土工程有限公司 | Water-stop |
| CN109056846A (en) * | 2018-08-29 | 2018-12-21 | 中国建筑第四工程局有限公司 | A kind of waterproofing process of anti-float anchor rod and bottom plate joint |
| 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 |
| 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 |
| CN113863393A (en) * | 2021-10-22 | 2021-12-31 | 上海宝冶建筑装饰有限公司 | Construction method for waterproofing end of anti-floating anchor rod |
| CN114150715A (en) * | 2021-12-06 | 2022-03-08 | 中建新越建设工程有限公司 | Anti-floating anchor rod reverse construction method and steel sleeve used by same |
| CN115404860A (en) * | 2022-09-06 | 2022-11-29 | 中铁一局集团天津建设工程有限公司 | Construction method of anti-floating anchor rod waterproof node |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10225980A1 (en) * | 2002-06-11 | 2003-12-24 | Ischebeck Friedrich Gmbh | Method for securing underwater concrete sections using injection fitted anchor with top flange for embedding into cast concrete |
| CN201137162Y (en) * | 2007-12-20 | 2008-10-22 | 青建集团股份公司 | Bottom board anti-floating anchor rod water proof processing structure |
| CN101560777A (en) * | 2009-05-14 | 2009-10-21 | 湖南长大建设集团股份有限公司 | Waterproof construction method for bottom plate of basement with anti-float anchor rod |
| CN102392443A (en) * | 2011-10-19 | 2012-03-28 | 山东科技大学 | Construction technique for high-slope pressure-dispersed pre-stressed anchor cable |
| CN103774663A (en) * | 2014-02-19 | 2014-05-07 | 深圳大学建筑设计研究院 | Waterproof structure and construction method of basement anti-floating anchor bar |
-
2014
- 2014-08-12 CN CN201410393796.1A patent/CN104153401A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10225980A1 (en) * | 2002-06-11 | 2003-12-24 | Ischebeck Friedrich Gmbh | Method for securing underwater concrete sections using injection fitted anchor with top flange for embedding into cast concrete |
| CN201137162Y (en) * | 2007-12-20 | 2008-10-22 | 青建集团股份公司 | Bottom board anti-floating anchor rod water proof processing structure |
| CN101560777A (en) * | 2009-05-14 | 2009-10-21 | 湖南长大建设集团股份有限公司 | Waterproof construction method for bottom plate of basement with anti-float anchor rod |
| CN102392443A (en) * | 2011-10-19 | 2012-03-28 | 山东科技大学 | Construction technique for high-slope pressure-dispersed pre-stressed anchor cable |
| CN103774663A (en) * | 2014-02-19 | 2014-05-07 | 深圳大学建筑设计研究院 | Waterproof structure and construction method of basement anti-floating anchor bar |
Non-Patent Citations (2)
| Title |
|---|
| 李转学: "抗浮锚杆在大型地下室工程中的应用", 《广东土木与建筑》, no. 4, 30 April 2010 (2010-04-30), pages 22 - 24 * |
| 靳艳军: "滨海工程抗浮锚杆根部防水处理技术", 《建筑技术》, vol. 45, no. 7, 31 July 2014 (2014-07-31), pages 615 - 616 * |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105040705A (en) * | 2015-07-06 | 2015-11-11 | 广东省第四建筑工程有限公司 | Ground foundation treatment construction technology under multi-karst-cave geological conditions |
| CN105256797A (en) * | 2015-09-01 | 2016-01-20 | 中建八局第四建设有限公司 | Method for waterproof construction of anti-floating anchor rod |
| CN105926617A (en) * | 2016-06-28 | 2016-09-07 | 中国五冶集团有限公司 | Structure capable of proving protection for anti-floating anchor rod and construction method thereof |
| CN105926617B (en) * | 2016-06-28 | 2018-01-02 | 中国五冶集团有限公司 | A kind of structure and its construction method that protection can be provided anti-float anchor rod |
| 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 |
| CN109056846A (en) * | 2018-08-29 | 2018-12-21 | 中国建筑第四工程局有限公司 | A kind of waterproofing process of anti-float anchor rod and bottom plate joint |
| 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 |
| 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 |
| CN113863393A (en) * | 2021-10-22 | 2021-12-31 | 上海宝冶建筑装饰有限公司 | Construction method for waterproofing end of anti-floating anchor rod |
| CN114150715A (en) * | 2021-12-06 | 2022-03-08 | 中建新越建设工程有限公司 | Anti-floating anchor rod reverse construction method and steel sleeve used by same |
| CN115404860A (en) * | 2022-09-06 | 2022-11-29 | 中铁一局集团天津建设工程有限公司 | Construction method of anti-floating anchor rod waterproof node |
| CN115404860B (en) * | 2022-09-06 | 2024-04-02 | 中铁一局集团天津建设工程有限公司 | Construction method for waterproof node of anti-floating anchor rod |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104153401A (en) | Waterproof construction method for anti-floating anchor rods | |
| CN101403218B (en) | Processing method for basement water-proof concrete construction joint | |
| CN207987983U (en) | A kind of waterproof construction being used for underground engineering main body construction seam and post-cast strip | |
| CN107574842A (en) | Basement post-pouring zone advance water stop construction method | |
| CN102505663A (en) | Method for repairing seepage of concentration tank and water tank | |
| CN101560777A (en) | Waterproof construction method for bottom plate of basement with anti-float anchor rod | |
| CN106884436A (en) | A kind of construction method of the waterproof connecting structure of foundation ditch uplift pile and structure base slab | |
| CN103590508B (en) | A kind of construction method of composite thermal-insulating wall | |
| CN103572786B (en) | A kind of pile crown node waterproof treating apparatus and construction method thereof | |
| CN203320578U (en) | Waterproof treatment structure of reinforced concrete cast-in-place pile head | |
| CN205242457U (en) | Basement bottom plate and outer wall waterproof construction | |
| CN104890434A (en) | Plastic-stone landscape making method | |
| CN103774696A (en) | Construction process of cement-based permeable-crystallization type waterproof material | |
| CN101761287A (en) | Reinforced concrete windowsill coping adverse construction method | |
| CN108951904A (en) | A kind of steel core concrete column outsourcing pea gravel concreten fireprotection layer construction | |
| CN1242126C (en) | Channel joint leakage prevention construction method | |
| CN206174293U (en) | Prefabricated constructional column | |
| CN204608839U (en) | Ater-casting anti-corrosion structure | |
| CN203924139U (en) | concrete component | |
| CN209760313U (en) | Underground totally-enclosed pile head waterproof structure | |
| CN202482897U (en) | Concrete structure | |
| CN201915557U (en) | Reinforced concrete beam slab based on preset cast-in-place construction of thermal-insulation plate at bottom of beam slab | |
| CN206512761U (en) | A kind of anti-floating piled anchor node water-proof structure for deep basal pit | |
| CN106759308B (en) | A kind of precast hollow pile head waterproof construction method | |
| CN202170499U (en) | Grouted stone masonry dam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141119 |