CN203924137U - A kind of diaphragm wall serious leakage plugging structure - Google Patents
A kind of diaphragm wall serious leakage plugging structure Download PDFInfo
- Publication number
- CN203924137U CN203924137U CN201420261355.1U CN201420261355U CN203924137U CN 203924137 U CN203924137 U CN 203924137U CN 201420261355 U CN201420261355 U CN 201420261355U CN 203924137 U CN203924137 U CN 203924137U
- Authority
- CN
- China
- Prior art keywords
- diaphragm wall
- water conservancy
- conservancy diversion
- grouting pipe
- steel plate
- 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 - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 49
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 229920001971 elastomer Polymers 0.000 claims abstract description 13
- 239000005060 rubber Substances 0.000 claims abstract description 13
- 238000007569 slipcasting Methods 0.000 claims abstract description 11
- 238000012946 outsourcing Methods 0.000 claims abstract description 6
- 239000002689 soil Substances 0.000 claims abstract description 6
- 238000007789 sealing Methods 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 20
- 230000000694 effects Effects 0.000 abstract description 5
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 239000007921 spray Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009439 industrial construction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model discloses a kind of diaphragm wall serious leakage plugging structure, comprise prefabricated shutoff steel plate, the water conservancy diversion Grouting Pipe being connected with prefabricated shutoff Plate Welding, hydro-expansive rubber and repair layer, at breakthrough place, dig and have circle or square groove, and in diaphragm wall, draw through hole, inject water conservancy diversion Grouting Pipe, water conservancy diversion Grouting Pipe is obliquely installed, by expansion bolt, prefabricated shutoff steel plate is arranged to diaphragm wall inner side, at prefabricated shutoff steel plate periphery outsourcing hydro-expansive rubber, in diaphragm wall outside, be marked with slip casting occluding body with soil layer junction, at prefabricated shutoff steel plate arranged outside repair layer.The beneficial effects of the utility model are: easy construction, save man-hour, and accelerate shutoff speed.Guarantee the effect of shutoff, also improved the globality of restoring area.Can shorten the length of water conservancy diversion Grouting Pipe, not need to remove water conservancy diversion Grouting Pipe, in the time of can preventing from removing water conservancy diversion Grouting Pipe, destroy occluding body, improve restoring area globality simultaneously.
Description
Technical field
The utility model relates to a kind of leakage plugging structure, relates in particular a kind of diaphragm wall serious leakage plugging structure, belongs to underground engineering field.
Background technology
Development along with urban construction, highrise building, heavy construction and all kinds of underground installation are increasing, certainly will deepen its basis and bury underground, add the factors such as environment around of foundation construction scene and construction plant condition, going along with sb. to guard him of deep foundation ditch seemed to more and more important.And diaphragm wall is exactly structural wall as bracing of foundation pit wall and underground structure, it is a technology the most frequently used in present underground engineering construction.
Diaphragm wall excavation technology originates from Europe, according to well-digging and oil drilling, use the method evolving development of mud and tremie concrete to get up, first nineteen fifty has adopted slurry coat method construction of diaphragm wall at Milan, ITA, 50～sixties of 20th century, this technology was promoted at western developed country and the former Soviet Union, became effective technology in underground construction and Construction of Deep Foundation.
Diaphragm wall adopts and uses on the ground trench machine along the periphery axis of deep excavation project, under mud off condition, excavate out a long and narrow deep trouth, after clear groove, install reinforcing cage in groove, then builds up a unit groove section with tremie method underwater concreting with tremie method, carries out so piecemeal, underground, build up continuous steel concrete wall one, can not only be as intercepting water, antiseepage, load-bearing, water-retaining structure can also play the support action to Adjacent Buildings basis.The advantage of diaphragm wall has: Construction Vibration is little, wall stiffness is large, good integrity, speed of application is fast, can economize the cubic metre of earth and stone, can be used for building in intensive building deep foundation pit support and carry out reverse construction, can be used under various geological conditionss, comprising in sandy soil layer, the sandy gravel stratum below particle diameter 50mm and constructing etc.Be applicable to basement, underground store, parking lot, oil cellar, retaining wall, the deep foundation of highrise building, the reverse construction space enclosing structure of construction of buildings, the dark pond of industrial construction, hole, vertical shaft etc.
Yet undergroundly continuously due to self controllability, be easy to occur the situation of percolating water, cause serious quality problems, produce potential safety hazard.Cause the reason of underground continuous seepage to mainly contain following some reason: (1) adjacent two width subterranean wall perpendicularity deviations, cause two width diaphragm wall jags and occur larger space, there is percolating water, gush sand.(2) adjacent two width subterranean wall joint joints are not thoroughly processed (brush wall) totally, cause seam percolating water, gush sand.(3) concrete of not removing streams in the seam of subterranean wall, can form the channel of percolating water.(4) wall filling concrete process, due to collapse hole, body of wall folder mud, causes percolating water, gushes sand.
Present stage occurs that to diaphragm wall the close measure under slight seepage condition has a lot, and the impact of slight seepage is relatively little, general close measure is all comparatively reliable, but for the measure of the serious leakage occurring, existing leak-blocking construction method is difficult to solution serious leakage is carried out effective shutoff, easily occurs large-area reinforcement repeatedly, affects the problems such as safety of surrounding environment.Chinese patent (publication No.: CN101914917A, the day for announcing: 2010.12.15) disclose a kind of excavation of subway foundation pit in soft soil area anti-seepage and leak-blocking construction method, it is the construction technology for plugging to serious leakage point, in breakthrough outside, adopt high-pressure rotary-spray technique to reinforce, but the reinforcing body forming due to high-pressure rotary-spray has uncertain, discontinuous feature, cannot guarantee hole to be full of completely, surrounding environment is easily polluted in the construction of the unstable and high-pressure rotary-spray of plugging effect.
The plugging structure of a kind of fast effective environmental protection of needs when the situation of seepage appears in diaphragm wall, carries out shutoff to infiltration point in sum.Given this, for when serious leakage appears in diaphragm wall, can effectively carry out as early as possible shutoff operation, need badly at present invention a kind of plugging effect good, construction operation is fast, has the diaphragm wall serious leakage plugging structure of good technical economic benefit.
Utility model content
The purpose of this utility model is to overcome deficiency of the prior art, provides a kind of rational in infrastructure, the diaphragm wall serious leakage plugging structure that plugging effect is good, speed of application is fast.
This diaphragm wall serious leakage plugging structure, comprise prefabricated shutoff steel plate, the water conservancy diversion Grouting Pipe being connected with prefabricated shutoff Plate Welding, hydro-expansive rubber and repair layer, at breakthrough place, dig and have circle or square groove, and in diaphragm wall, draw through hole, inject water conservancy diversion Grouting Pipe, water conservancy diversion Grouting Pipe is obliquely installed, by expansion bolt, prefabricated shutoff steel plate is arranged to diaphragm wall inner side, at prefabricated shutoff steel plate periphery outsourcing hydro-expansive rubber, in diaphragm wall outside, be marked with slip casting occluding body with soil layer junction, at prefabricated shutoff steel plate arranged outside repair layer.
As preferably: described water conservancy diversion Grouting Pipe is stretched out diaphragm wall outside 10～25mm, and water conservancy diversion Grouting Pipe is obliquely installed.
As preferably: by expansion bolt, prefabricated shutoff steel plate is arranged to diaphragm wall inner side.
As preferably: connect dismountable valve end after described water conservancy diversion Grouting Pipe, both are threaded.
As preferably: by shutoff spirit, water conservancy diversion Grouting Pipe is set and seals.
The beneficial effects of the utility model are:
(1) water conservancy diversion Grouting Pipe tilts, and during draining, as conduction pipe, during slip casting shutoff, as Grouting Pipe, easy construction, saves man-hour, accelerates shutoff speed.
(2) adopt the prefabricated shutoff steel plate of outsourcing hydro-expansive rubber to be fixed on diaphragm wall inner side, guaranteed the effect of shutoff, also improved the globality of restoring area.
(3) after water conservancy diversion Grouting Pipe, connect dismountable valve end, can shorten the length of water conservancy diversion Grouting Pipe, by it together with prefabricated shutoff Plate Welding, the outer repair layer of steel plate just can cover water conservancy diversion Grouting Pipe, make it just stay in body of wall, do not need to remove water conservancy diversion Grouting Pipe, in the time of can preventing from removing water conservancy diversion Grouting Pipe, destroy occluding body, improve restoring area globality simultaneously.
Accompanying drawing explanation
Fig. 1 is the utility model diaphragm wall serious leakage plugging structure sectional drawing;
Fig. 2 is the utility model draining structural representation;
Fig. 3 is the utility model slip casting operation structure schematic diagram;
Description of reference numerals: diaphragm wall 1, soil layer 2, slip casting occluding body 3, through hole 4, repair layer 5, expansion bolt 6, prefabricated shutoff steel plate 7, hydro-expansive rubber 8, water conservancy diversion Grouting Pipe 9, water conservancy diversion Grouting Pipe sealing 10, circle or square groove 11, dismountable valve end 12, infiltration point 13.
The specific embodiment
Below in conjunction with drawings and Examples, the utility model is described further.Although the utility model is described in connection with preferred embodiment, should know, do not represent that the utility model is limited in described embodiment.On the contrary, the utility model is by alternative, modified and the equivalent contained in the scope of the present utility model that can be included in attached claims restriction.
The fluting of diaphragm wall body draws hole construction technology, in the present embodiment such as welding procedure technical requirements between water conservancy diversion Grouting Pipe and shutoff steel plate, is not repeated, and specifically sets forth the embodiment that the utility model relates to structure.
The diaphragm wall serious leakage plugging structure of the present embodiment, comprise prefabricated shutoff steel plate 7, the water conservancy diversion Grouting Pipe 9 being welded to connect with prefabricated shutoff steel plate 7, hydro-expansive rubber 8 and repair layer 5, first at breakthrough 13 places, dig circle or square groove 11, and in diaphragm wall, draw through hole 4, inject water conservancy diversion Grouting Pipe 9, water conservancy diversion Grouting Pipe 9 is obliquely installed, by expansion bolt 6, prefabricated shutoff steel plate 7 is arranged to diaphragm wall 1 inner side, at prefabricated shutoff steel plate 7 periphery outsourcing hydro-expansive rubbers 8, first draining grouting behind shaft or drift lining slip casting occluding body 3 outside diaphragm wall, at prefabricated shutoff steel plate 7 arranged outside repair layers 5.
Fig. 1 is the utility model diaphragm wall serious leakage plugging structure sectional drawing.Shown in Fig. 1, diaphragm wall serious leakage plugging structure comprises prefabricated shutoff steel plate 7, with the water conservancy diversion Grouting Pipe 9 that prefabricated shutoff steel plate 7 is welded to connect, hydro-expansive rubber 8, expansion bolt 6 and repair layer 5.
Fig. 2 is the utility model draining structural representation, Fig. 3 is the utility model slip casting operation structure schematic diagram, with reference to Fig. 2, Fig. 3, structure when diaphragm wall serious leakage plugging structure carries out water conservancy diversion and slip casting operation comprises: prefabricated shutoff steel plate 7, the water conservancy diversion Grouting Pipe 9 being welded to connect with prefabricated shutoff steel plate 7, hydro-expansive rubber 8, expansion bolt 6 and dismountable valve end 12.
Work progress is as follows: at breakthrough 13 places, and the circular trough 11 that the cutting length of side is 600mm, the degree of depth is 200mm; In Kai Yin hole, center, drawing bore dia is 50mm, with horizontal plane angle at 45 °.
By prefabricated shutoff steel plate 7 center drillings, aperture is slightly larger than water conservancy diversion Grouting Pipe 9, the water conservancy diversion Grouting Pipe that is 35mm by diameter 9 welds together with prefabricated shutoff steel plate 7 through after centre bore, and 7 one-tenth 45 ° of inclination angles of water conservancy diversion Grouting Pipe 9 and prefabricated shutoff steel plate, are obliquely installed water conservancy diversion Grouting Pipe 9;
Prefabricated shutoff steel plate 7 outsourcing hydro-expansive rubbers 8, are arranged at diaphragm wall 1 inner side by expansion bolt 6 by prefabricated shutoff steel plate 7, and now water conservancy diversion Grouting Pipe 9 is slant setting, and water conservancy diversion Grouting Pipe 9 will be stretched out diaphragm wall 1 outside 10～25mm;
Be threaded connection water conservancy diversion Grouting Pipe 9 and dismountable valve end 12, pipeline end is drawn outside diaphragm wall 1 metope, then carry out draining;
Beginning slip casting operation after draining completes, forms slip casting occluding body 3 in diaphragm wall 1 wall outer side;
Dismounting dismountable valve end 12, and seal 10 by shutoff spirit shutoff Grouting Pipe interruption-forming water conservancy diversion Grouting Pipe; With concrete at steel plate arranged outside repair layer 5.
Claims (5)
1. a diaphragm wall serious leakage plugging structure, it is characterized in that: comprise prefabricated shutoff steel plate (7), the water conservancy diversion Grouting Pipe (9) being welded to connect with prefabricated shutoff steel plate (7), hydro-expansive rubber (8) and repair layer (5), at breakthrough (13), locate to dig and have circle or square groove (11), and in diaphragm wall, draw through hole (4), inject water conservancy diversion Grouting Pipe (9), water conservancy diversion Grouting Pipe (9) is obliquely installed, by expansion bolt (6), prefabricated shutoff steel plate (7) is arranged to diaphragm wall (1) inner side, at prefabricated shutoff steel plate (7) periphery outsourcing hydro-expansive rubber (8), in diaphragm wall outside, be marked with slip casting occluding body (3) with soil layer (2) junction, at prefabricated shutoff steel plate (7) arranged outside repair layer (5).
2. diaphragm wall serious leakage plugging structure according to claim 1, is characterized in that: described water conservancy diversion Grouting Pipe (9) is stretched out diaphragm wall outside 10～25mm, and water conservancy diversion Grouting Pipe (9) is obliquely installed.
3. diaphragm wall serious leakage plugging structure according to claim 1, is characterized in that: by expansion bolt (6), prefabricated shutoff steel plate (7) is arranged to diaphragm wall (1) inner side.
4. diaphragm wall serious leakage plugging structure according to claim 1, is characterized in that: after described water conservancy diversion Grouting Pipe (9), connect dismountable valve end (12), both are threaded.
5. diaphragm wall serious leakage plugging structure according to claim 1, is characterized in that: by shutoff spirit, water conservancy diversion Grouting Pipe sealing (10) is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420261355.1U CN203924137U (en) | 2014-05-21 | 2014-05-21 | A kind of diaphragm wall serious leakage plugging structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420261355.1U CN203924137U (en) | 2014-05-21 | 2014-05-21 | A kind of diaphragm wall serious leakage plugging structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203924137U true CN203924137U (en) | 2014-11-05 |
Family
ID=51819991
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420261355.1U Expired - Lifetime CN203924137U (en) | 2014-05-21 | 2014-05-21 | A kind of diaphragm wall serious leakage plugging structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203924137U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297743A (en) * | 2015-11-03 | 2016-02-03 | 中国电建集团华东勘测设计研究院有限公司 | Diaphragm wall defect leakage water stop and drainage structure and construction method thereof |
| CN106049868A (en) * | 2016-07-01 | 2016-10-26 | 重庆市铜梁区长进防水材料厂 | Indoor leakage-prevention construction method |
| CN107630472A (en) * | 2017-10-31 | 2018-01-26 | 中冶天工集团有限公司 | Through the antipriming of TRD uniform thickness Soil-cement diaphragm walls |
| CN110080311A (en) * | 2019-03-18 | 2019-08-02 | 广西大学 | A kind of method of diaphram wall metope leak stopping |
| CN111088802A (en) * | 2020-01-19 | 2020-05-01 | 长江勘测规划设计研究有限责任公司 | New and old ground wall interface processing structure and processing method thereof |
| CN114250800A (en) * | 2021-12-31 | 2022-03-29 | 北京市政建设集团有限责任公司 | Treatment method for seepage of jet grouting pile |
-
2014
- 2014-05-21 CN CN201420261355.1U patent/CN203924137U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105297743A (en) * | 2015-11-03 | 2016-02-03 | 中国电建集团华东勘测设计研究院有限公司 | Diaphragm wall defect leakage water stop and drainage structure and construction method thereof |
| CN105297743B (en) * | 2015-11-03 | 2017-09-29 | 中国电建集团华东勘测设计研究院有限公司 | A kind of ground-connecting-wall defect seepage stops discharge structure and its construction method |
| CN106049868A (en) * | 2016-07-01 | 2016-10-26 | 重庆市铜梁区长进防水材料厂 | Indoor leakage-prevention construction method |
| CN107630472A (en) * | 2017-10-31 | 2018-01-26 | 中冶天工集团有限公司 | Through the antipriming of TRD uniform thickness Soil-cement diaphragm walls |
| CN110080311A (en) * | 2019-03-18 | 2019-08-02 | 广西大学 | A kind of method of diaphram wall metope leak stopping |
| CN111088802A (en) * | 2020-01-19 | 2020-05-01 | 长江勘测规划设计研究有限责任公司 | New and old ground wall interface processing structure and processing method thereof |
| CN111088802B (en) * | 2020-01-19 | 2024-05-24 | 长江勘测规划设计研究有限责任公司 | New and old ground wall connection interface processing structure and processing method thereof |
| CN114250800A (en) * | 2021-12-31 | 2022-03-29 | 北京市政建设集团有限责任公司 | Treatment method for seepage of jet grouting pile |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203924137U (en) | A kind of diaphragm wall serious leakage plugging structure | |
| US9777881B2 (en) | Polymer composite grouting method for blocking leaking and sand inrush of underground pipelines | |
| CN101429764B (en) | Infiltration water detection and plugging renovation devices and methods for underground continuous wall groove segment seam | |
| CN106759297A (en) | A kind of construction method of support pile and three pipe high-pressure rotary jet grouting pile deep basal pits | |
| CN103485790A (en) | Shallow tunneling method for pipe-proof-supporting structure combined system | |
| US11566390B2 (en) | Construction method of reclaiming land from the sea based on basement utilization | |
| CN205260041U (en) | Method of freezing supporting construction is spouted soon to level | |
| CN109371980B (en) | Deep foundation pit enclosure construction method combining spray anchor reverse construction and punched pile | |
| CN104929135A (en) | Deep foundation pit underground diaphragm wall enclosure structure and chemical churning pile water stop construction method thereof | |
| CN113186903A (en) | Combined pile structure and construction method for treating insufficient bearing capacity of deep foundation pit construction pile by adopting combined pile structure | |
| CN112664221A (en) | Pipe jacking construction method for complex geological formation | |
| CN202194149U (en) | Water-proof curtain | |
| CN104314106A (en) | Underground diaphragm wall with joint water stop and filling vacancy structure and construction method thereof | |
| CN114109442B (en) | Tunnel karst crushing belt sliding collapse half-section curtain progressive grouting reinforcement treatment method | |
| CN108149682A (en) | A kind of slip casting casing device and the pile foundation drilling construction method using the casing device | |
| CN103572764A (en) | Watertight structure for retaining wall of ultra-deep manually excavated pile and construction method thereof | |
| CN203463016U (en) | Three-axle agitator drill suitable for piercing gravel layer soil | |
| CN105240023B (en) | A kind of method of Curve Pipe Jacking supporting construction enlarging shield-tunneling construction subway station | |
| CN101748742B (en) | Dual-plugging construction method of concrete and flange for depressurization well | |
| CN207862925U (en) | A kind of slip casting casing device | |
| CN102619521B (en) | Construction method for vertical shaft bedrock section wall structure | |
| CN206800431U (en) | A kind of sealing bottom type caisson wall | |
| CN110409476B (en) | Method for treating water leakage of side wall of ultra-deep foundation pit support structure | |
| CN103527205A (en) | Shield underwater oblique crossing hole entering construction method | |
| CN204456228U (en) | A kind of diaphragm wall fast plugging device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141105 |