CN109853629A - A kind of sole plate anti-seepage construction method, architecture construction platform - Google Patents
A kind of sole plate anti-seepage construction method, architecture construction platform Download PDFInfo
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- CN109853629A CN109853629A CN201811487810.9A CN201811487810A CN109853629A CN 109853629 A CN109853629 A CN 109853629A CN 201811487810 A CN201811487810 A CN 201811487810A CN 109853629 A CN109853629 A CN 109853629A
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- grouting
- grouting pipe
- pipe
- slip casting
- sole plate
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- 238000010276 construction Methods 0.000 title claims abstract description 41
- 238000007569 slipcasting Methods 0.000 claims abstract description 31
- 239000002002 slurry Substances 0.000 claims abstract description 22
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 239000004568 cement Substances 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 13
- 230000000717 retained effect Effects 0.000 claims abstract description 4
- 238000009434 installation Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000000034 method Methods 0.000 claims description 11
- 239000007921 spray Substances 0.000 claims description 6
- 230000002787 reinforcement Effects 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 4
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 claims description 2
- 235000019353 potassium silicate Nutrition 0.000 claims description 2
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 10
- 239000000463 material Substances 0.000 abstract description 8
- 230000008901 benefit Effects 0.000 abstract description 5
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 8
- 239000010410 layer Substances 0.000 description 4
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000012407 engineering method Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000011229 interlayer Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 241001310793 Podium Species 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000000151 deposition Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000008961 swelling Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000004078 waterproofing Methods 0.000 description 1
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention belongs to technical field of building construction, a kind of sole plate anti-seepage construction method, architecture construction platform are disclosed；Before bottom slab concreting, sole plate top is retained in bottom plate and the pre-buried horizontal grouting pipe of exterior wall connecting portion, then by vertical grouting port；Leakage scenarios occur for bottom plate, and the slip casting into the reserved grouting port of seepage place, after slurries reach in horizontal grouting pipe, the slip casting into the gap of bottom plate and exterior wall is blocked.After the completion of slip casting, in Grouting Pipe before cement slurry hardening, carries out clear water and open plug, when being leaked again so as to the later period, slip casting can be carried out again, achieve the purpose that reuse.Material of the present invention is plastic cement material, more light, is easy to fixed, constructs before reinforcing bar binding, does not influence the normal construction duration completely；Grouting Pipe structure is simple, cheap, relative to other grouting for water plugging modes, there is good economic benefit.If bottom plate of the invention leaks, specific aim grouting for water plugging is carried out, plugging effect is good.
Description
Technical field
The invention belongs to technical field of building construction more particularly to a kind of sole plate anti-seepage construction methods, building
Operation platform.
Background technique
Currently, the prior art commonly used in the trade is such that sole plate leakage is quality problems common in engineering, by
The inevitable problem in the property and construction of concrete itself, sole plate leakage are difficult prevention-sole plate construction
Process usually buries water-swellable sealing at construction joint position due to being influenced that steel plate for sealing water can not be buried by structure vertical reinforcement
Item, but construct in due to concrete surface clear up not in place or casting concrete process vibrate leakiness and concrete shrinkage Xu
Raw crack is sold of one's property, can all sole plate be caused to leak.If engineering is not yet delivered for use, passive measure progress waterproof can be used and apply
Work carries out leak stopping in seam outer surface brushing waterproofing agent, but plugging effect is generally unobvious.Bored grouting can also be carried out to be seeped
Position is leaked to block, but due to no horizontal channel, slurries cannot horizontally flow well, plugging effect will not it is obvious that and
It causes slurries to waste, while very big expense expenditure can be generated.
In conclusion problem of the existing technology is: due to inevitable in the property and construction of concrete itself
The problem of, sole plate leakage is difficult to prevent；Without horizontal channel, slurries cannot horizontally flow well, and plugging effect is not
Meeting it is obvious that and cause slurries to waste, while very big expense expenditure can be generated.
It solves the difficulty and meaning of above-mentioned technical problem: can be reduced by adding swelling agent into concrete because concrete is received
Contracting is crept the crack of generation, but in work progress human factor influence, cause sole plate to leak.So it is pre- to take the initiative
Anti- measure before concreting, Grouting Pipe is embedded in the gap of bottom plate and exterior wall, if leakage scenarios occur for bottom plate, to
Slip casting in the reserved grouting port of seepage place, slurries vertically Grouting Pipe will enter horizontal grouting pipe, and be entered by mouth spray
Into gap, infiltration path is effectively closed, realizes the purpose shot the arrow at the target, actively prevented.
Summary of the invention
In view of the problems of the existing technology, the present invention provides a kind of sole plate anti-seepage construction methods, building
Operation platform.
The invention is realized in this way a kind of sole plate anti-seepage construction method, the sole plate anti-seepage construction
Method is retained in base before bottom slab concreting, in bottom plate and the pre-buried horizontal grouting pipe of exterior wall connecting portion, then by vertical grouting port
Plinth bottom plate top；Leakage scenarios, the slip casting into the reserved grouting port of seepage place occur for bottom plate, and slurries use cement slurry, water glass
Glass and calcium chloride solution are deployed, design proportion (mass ratio) are as follows: 1:0.025:0.002；The cement slurry ratio of mud is 1:
0.75.After slurries reach in horizontal grouting pipe, into the gap of bottom plate and exterior wall, slip casting is blocked.After the completion of slip casting, slip casting
In managing before cement slurry hardening, Ying Jinhang clear water opens plug, when leaking again so as to the later period, can carry out slip casting again, reaches weight
The purpose used again.
Further, the sole plate anti-seepage construction method the following steps are included:
Step 1 clears up Grouting Pipe installation site；
Step 2, horizontal tube installation, Grouting Pipe it is fixed after nailing with tying up by the way of silk fixes；Grouting Pipe setting exists
In bar planting band, directlys adopt and tie up silk and be fixed with reinforcing bar；
Step 3, vertical pipe installation are fixed；
Vertical Grouting Pipe is fixed on reinforcing bar by step 4, the welded reinforcement head on the reinforcing bar of vertical Grouting Pipe installation site
On head；
Step 5 is had vertical Grouting Pipe with steel bar end using silk or other modes are tied up after the completion of steel bar end welding
Effect is fixed；
Step 6 after Grouting Pipe is installed, carries out subsequent reinforcing bar binding, the construction of concreting process.
Step 7, depending on live leak location, carries out specific aim grouting for water plugging to it if bottom plate is leaked.
Step 8 after the completion of slip casting, in Grouting Pipe before cement slurry hardening, carries out clear water and opens plug.
In conclusion advantages of the present invention and good effect are as follows: before bottom slab concreting, in bottom plate and exterior wall connecting portion
Pre-buried horizontal grouting pipe, then vertical grouting port is retained in sole plate top, if leakage scenarios occur for bottom plate in the future, to leakage
Slip casting in the reserved grouting port at position, after slurries reach in horizontal grouting pipe, the slip casting into the gap of bottom plate and exterior wall is sealed
It is stifled.After the completion of slip casting, in Grouting Pipe before cement slurry hardening, Ying Jinhang clear water opens plug, can be again when leaking again so as to the later period
Secondary carry out slip casting, achievees the purpose that reuse.
Such as the modern city area A project, for sole plate with a thickness of 2.8m, outer wall of basement is the unification of two wall of diaphram wall.
By taking 28m length section leaks as an example, pre-buried two pass Grouting Pipe needs two unskilled labourers to complete half a day, and Grouting Pipe composite price is 10
Member/m generates 560 yuan of fee of material, 180 yuan of labour cost, amounts to 740 yuan；Leakage plugging is carried out according to rear bored grouting, is most
Amount guarantees plugging effect and combines the effective power of grouting pump, determines that the spacing of wells is 2.8m, hole depth 1.4m, drilling needs two
It completes within workman one day, drilling device amounts to 1560 yuan into 1000 yuan of fee for showing up, 560 yuan of labour cost.In summary, it uses
It is guaranteed that built-in slip casting pipe progress sole plate leakage plugging not only blocks quality, but also closure cost can substantially reduce.
Material of the present invention is plastic cement material, more light, is easy to fixed, is constructed before reinforcing bar binding, completely not
Influence the normal construction duration.Grouting Pipe includes lower horizontal pipe and Upper vertical slip casting hose in the present invention, and structure is simple, cost
It is cheap, relative to other grouting for water plugging modes, there is good economic benefit.If bottom plate of the invention leaks, leaked depending on scene
Position carries out specific aim grouting for water plugging to it, and plugging effect is good.
Detailed description of the invention
Fig. 1 is sole plate anti-seepage construction method flow chart provided in an embodiment of the present invention.
Fig. 2 is sole plate anti-seepage construction method implementation flow chart provided in an embodiment of the present invention.
Fig. 3 is the structural schematic diagram of Grouting Pipe provided in an embodiment of the present invention；
In figure: 1, grouting port；2, vertical provided pipe；3, mouth spray；4, lower horizontal pipe.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
Due to problem inevitable in the property and construction of concrete itself, sole plate leakage is difficult to prevent.This
Invention material is plastic cement material, more light, is easy to fixed, constructs before reinforcing bar binding, does not influence normally to apply completely
The work duration.
Application principle of the invention is explained in detail with reference to the accompanying drawing.
As shown in Figure 1, sole plate anti-seepage construction method provided in an embodiment of the present invention the following steps are included:
S101: Grouting Pipe installation site is cleared up；
S102: horizontal tube installation, Grouting Pipe it is fixed after nailing with tying up by the way of silk fixes；Grouting Pipe setting is being planted
In rib tape, directlys adopt and tie up silk and be fixed with reinforcing bar；
S103: vertical pipe installation is fixed；
S104: vertical Grouting Pipe is fixed on steel bar end by the welded reinforcement head on the reinforcing bar of vertical Grouting Pipe installation site
On；
S105: after the completion of steel bar end welding, vertical Grouting Pipe and steel bar end are carried out effectively using silk or other modes are tied up
It is fixed；
S106: after Grouting Pipe is installed, subsequent reinforcing bar binding, the construction of concreting process are carried out.
As shown in Fig. 2, Grouting Pipe provided in an embodiment of the present invention include: grouting port 1, vertical provided pipe 2, mouth spray 3, under
Portion's horizontal tube 4.
The end of vertical provided pipe 2 is provided with grouting port 1, and vertical provided pipe 2 is connect with lower horizontal pipe 4, lower horizontal pipe 4
On be provided with multiple mouth sprays 3.
Application principle of the invention is further described with reference to the accompanying drawing.
Step 1: base treatment
It needs to clear up Grouting Pipe installation site before construction, method for cleaning is identical as common base treatment method, guarantees
Grouting Pipe installation does not influence bottom plate and exterior wall quality of connection, while guaranteeing effective fixation of Grouting Pipe.
Step 2: horizontal tube is installed
Horizontal tube is the main slip casting component of this engineering method, need to guarantee that its is unimpeded and firmly installs, avoid subsequent mixed
Displacement or damage are generated when solidifying soil pours, and influence subsequent mortar depositing construction.Grouting Pipe is fixed can be used nail after fixed with tying up silk
Mode, also visual engineering practice use other fixed forms, this engineering due to Grouting Pipe be arranged in bar planting band,
It directlys adopt and ties up silk and be fixed with reinforcing bar.
Step 3: vertical pipe is installed
Vertical pipe is another main slip casting component, and must be noted that the protection to it since the material is soft for it, in construction, is kept away
Exempt to influence subsequent slip casting because of damage.It after vertical Grouting Pipe is installed, is optionally tentatively fixed, prevents arbitrarily to put
Situation damages in order to avoid being trampled etc. by other construction personnel.
Step 4: steel bar end welds
If without effective fixed position, can on the reinforcing bar of vertical Grouting Pipe installation site welded reinforcement head, by vertical slip casting
Pipe is fixed on steel bar end, and subsequent concreting is avoided to be buried.
Step 5: vertical Grouting Pipe is fixed
After the completion of steel bar end welding, vertical Grouting Pipe and steel bar end effectively fix using silk or other modes are tied up.
Step 6: successive projects are constructed
After Grouting Pipe is installed, the construction of the processes such as subsequent reinforcing bar binding, concreting can be carried out, when reinforcing bar is bound
Must not should be noted and damages Grouting Pipe, it, can not be effectively by slurries Injection Level when will cause later period slip casting if vertical Grouting Pipe damage
In Grouting Pipe, if horizontal grouting pipe damages, when being likely to result in concreting, mud, which enters, blocks Grouting Pipe in Grouting Pipe,
Influence the progress of later period slip casting.
Application effect of the invention is explained in detail below with reference to experiment.
1, the square Jin Wan second phase 7, Building 8 engineering are located at peace zone in Central City in Tianjin, east side and north side against
The residential of one phase of the square the Jin Wan project to complete for use, including 57 layers of building residential apartment (Building 8), 25 layers of a building is public
Residence (No. 7 building), the business podium of four floor (containing an interlayer on the ground) and the four floor basement (containing next interlayer) for parking, always
Construction area is 309700 ㎡.
The basic plate thickness of this engineering basement is respectively 1.8m, 2.5m, 3.4m, and outer wall of basement is two wall of diaphram wall
Unification uses sole plate built-in slip casting pipe anti-seepage construction method, and plugging effect is good in use later, produces
Good economic and social benefit.
2, the modern city area A projects are located at Tianjin peace zone, and place north side is Shan Xilu, and southern side is Nanjing Road, west
Side is riverside boulevard, and east side is Harbin road, Frame-Shear wall, 355160 ㎡ of construction area, aboveground area
245160 ㎡, 110000 ㎡ of under ground portion area, the quotient of You Liangdong mixed type room tower and the 9 layer heights about 50m completely spread
Industry annex composition, business annex roof are equipped with more two layers of villas and roof garden.
This engineering foundation base plate thickness reaches 2.8m, and outer wall of basement is the unification of two wall of diaphram wall, to solve basis
Base plate leakage problem, we uses sole plate built-in slip casting pipe anti-seepage construction engineering method, and work progress is smooth, arrangement and method for construction
Also the favorable comment always of Party A's management has been obtained.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (5)
1. a kind of sole plate anti-seepage construction method, which is characterized in that the sole plate anti-seepage construction method is in bottom plate
Before pouring, sole plate top is retained in bottom plate and the pre-buried horizontal grouting pipe of exterior wall connecting portion, then by vertical grouting port；
Bottom plate occur leakage scenarios, the slip casting into the reserved grouting port of seepage place, slurries reach horizontal grouting pipe in after, to bottom plate with
Slip casting in the gap of exterior wall, is blocked；After the completion of slip casting, in Grouting Pipe before cement slurry hardening, Ying Jinhang clear water opens plug；Later period
When leaking again, slip casting is carried out again.
2. sole plate anti-seepage construction method as described in claim 1, which is characterized in that the sole plate antiseep is applied
Work method the following steps are included:
Step 1 clears up Grouting Pipe installation site；
Step 2, horizontal tube installation, Grouting Pipe it is fixed after nailing with tying up by the way of silk fixes；Grouting Pipe is arranged in bar planting
In band, directlys adopt and tie up silk and be fixed with reinforcing bar；
Step 3, vertical pipe installation are fixed；
Step 4, the welded reinforcement head on the reinforcing bar of vertical Grouting Pipe installation site, vertical Grouting Pipe is fixed on steel bar end；
Step 5, it is using silk or other modes are tied up that vertical Grouting Pipe and steel bar end progress is effectively solid after the completion of steel bar end welding
It is fixed；
Step 6 after Grouting Pipe is installed, carries out subsequent reinforcing bar binding, the construction of concreting process.
Step 7, depending on live leak location, carries out specific aim grouting for water plugging to it if bottom plate is leaked.
Step 8 after the completion of slip casting, in Grouting Pipe before cement slurry hardening, carries out clear water and opens plug.
3. sole plate anti-seepage construction method as claimed in claim 2, which is characterized in that the slurries using cement slurry,
Waterglass and calcium chloride solution carry out allotment mass ratio are as follows: 1:0.025:0.002；The cement slurry ratio of mud is 1:0.75.
4. sole plate anti-seepage construction method as claimed in claim 2, which is characterized in that the Grouting Pipe includes: slip casting
Mouth, vertical provided pipe, mouth spray, lower horizontal pipe；
The end of vertical provided pipe is provided with grouting port, and vertical provided pipe is connect with lower horizontal pipe, is provided on lower horizontal pipe more
A mouth spray.
5. a kind of architecture construction platform using sole plate anti-seepage construction method described in Claims 1 to 4 any one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811487810.9A CN109853629A (en) | 2018-12-06 | 2018-12-06 | A kind of sole plate anti-seepage construction method, architecture construction platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811487810.9A CN109853629A (en) | 2018-12-06 | 2018-12-06 | A kind of sole plate anti-seepage construction method, architecture construction platform |
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| Publication Number | Publication Date |
|---|---|
| CN109853629A true CN109853629A (en) | 2019-06-07 |
Family
ID=66890728
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| Application Number | Title | Priority Date | Filing Date |
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| CN201811487810.9A Pending CN109853629A (en) | 2018-12-06 | 2018-12-06 | A kind of sole plate anti-seepage construction method, architecture construction platform |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485449A (en) * | 2019-07-29 | 2019-11-22 | 浙江工业大学 | A kind of two-way grouting device of built-in slip casting pipe and construction method |
| CN110607921A (en) * | 2019-09-23 | 2019-12-24 | 周伟 | Automatic repairing leakage stoppage treatment method and waterproof leakage stoppage structure |
| CN110835922A (en) * | 2019-07-29 | 2020-02-25 | 浙江工业大学 | Bidirectional embedded grouting pipe device |
| CN111119953A (en) * | 2020-01-20 | 2020-05-08 | 杭州临安中民筑友智造科技有限公司 | Segment waterproof structure for opening pipe joints and construction method |
| CN114232693A (en) * | 2021-12-09 | 2022-03-25 | 中国一冶集团有限公司 | Waterproof outer wall and construction method |
| CN115945494A (en) * | 2022-12-29 | 2023-04-11 | 武汉中科固废资源产业技术研究院有限公司 | A leakage repair method for the anti-seepage system of the solid waste landfill that has been in operation |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101298782A (en) * | 2008-06-13 | 2008-11-05 | 朱邃科 | Method and system for basement engineering water proof and water drain |
| CN103321255A (en) * | 2013-07-19 | 2013-09-25 | 中冶建工集团有限公司 | Underground concrete structural engineering joint waterproof construction method |
| CN203334285U (en) * | 2013-07-19 | 2013-12-11 | 中冶建工集团有限公司 | Underground concrete structure engineering seam waterproof preparation grouting system |
| CN206144184U (en) * | 2016-09-26 | 2017-05-03 | 中建八局第四建设有限公司 | Construction joint built -in slip casting pipe |
| CN106703084A (en) * | 2016-12-20 | 2017-05-24 | 北京东方雨虹防水工程有限公司 | Waterproofing treatment method and system of construction joint structure of plane and elevation structure junction areas of basement |
| CN107687171A (en) * | 2017-09-15 | 2018-02-13 | 中建三局第建设工程有限责任公司 | Diaphram wall double pump post-grouting device and construction method |
| CN208056683U (en) * | 2018-03-14 | 2018-11-06 | 中建八局第三建设有限公司 | Pre-buried grouting device at a kind of concrete structure construction seam |
-
2018
- 2018-12-06 CN CN201811487810.9A patent/CN109853629A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101298782A (en) * | 2008-06-13 | 2008-11-05 | 朱邃科 | Method and system for basement engineering water proof and water drain |
| CN103321255A (en) * | 2013-07-19 | 2013-09-25 | 中冶建工集团有限公司 | Underground concrete structural engineering joint waterproof construction method |
| CN203334285U (en) * | 2013-07-19 | 2013-12-11 | 中冶建工集团有限公司 | Underground concrete structure engineering seam waterproof preparation grouting system |
| CN206144184U (en) * | 2016-09-26 | 2017-05-03 | 中建八局第四建设有限公司 | Construction joint built -in slip casting pipe |
| CN106703084A (en) * | 2016-12-20 | 2017-05-24 | 北京东方雨虹防水工程有限公司 | Waterproofing treatment method and system of construction joint structure of plane and elevation structure junction areas of basement |
| CN107687171A (en) * | 2017-09-15 | 2018-02-13 | 中建三局第建设工程有限责任公司 | Diaphram wall double pump post-grouting device and construction method |
| CN208056683U (en) * | 2018-03-14 | 2018-11-06 | 中建八局第三建设有限公司 | Pre-buried grouting device at a kind of concrete structure construction seam |
Non-Patent Citations (1)
| Title |
|---|
| 北京市市政工程局编: "《市政工程施工手册 第1卷 常用资料》", 31 July 1994 * |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110485449A (en) * | 2019-07-29 | 2019-11-22 | 浙江工业大学 | A kind of two-way grouting device of built-in slip casting pipe and construction method |
| CN110835922A (en) * | 2019-07-29 | 2020-02-25 | 浙江工业大学 | Bidirectional embedded grouting pipe device |
| CN110607921A (en) * | 2019-09-23 | 2019-12-24 | 周伟 | Automatic repairing leakage stoppage treatment method and waterproof leakage stoppage structure |
| CN111119953A (en) * | 2020-01-20 | 2020-05-08 | 杭州临安中民筑友智造科技有限公司 | Segment waterproof structure for opening pipe joints and construction method |
| CN114232693A (en) * | 2021-12-09 | 2022-03-25 | 中国一冶集团有限公司 | Waterproof outer wall and construction method |
| CN114232693B (en) * | 2021-12-09 | 2023-10-24 | 中国一冶集团有限公司 | Waterproof outer wall and construction method |
| CN115945494A (en) * | 2022-12-29 | 2023-04-11 | 武汉中科固废资源产业技术研究院有限公司 | A leakage repair method for the anti-seepage system of the solid waste landfill that has been in operation |
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Application publication date: 20190607 |