CN109024643A - A kind of water-stop curtain constructing device, equipment and waterproof curtain construction method - Google Patents

A kind of water-stop curtain constructing device, equipment and waterproof curtain construction method Download PDF

Info

Publication number
CN109024643A
CN109024643A CN201810902791.5A CN201810902791A CN109024643A CN 109024643 A CN109024643 A CN 109024643A CN 201810902791 A CN201810902791 A CN 201810902791A CN 109024643 A CN109024643 A CN 109024643A
Authority
CN
China
Prior art keywords
water
slip casting
stop curtain
casting cylinder
wall
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.)
Granted
Application number
CN201810902791.5A
Other languages
Chinese (zh)
Other versions
CN109024643B (en
Inventor
白士新
李炯
秦坤
邓守层
赵宏亮
李亚哲
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China University of Geosciences Beijing
Original Assignee
China University of Geosciences Beijing
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China University of Geosciences Beijing filed Critical China University of Geosciences Beijing
Priority to CN201810902791.5A priority Critical patent/CN109024643B/en
Publication of CN109024643A publication Critical patent/CN109024643A/en
Application granted granted Critical
Publication of CN109024643B publication Critical patent/CN109024643B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D19/00Keeping dry foundation sites or other areas in the ground
    • E02D19/06Restraining of underground water
    • E02D19/12Restraining of underground water by damming or interrupting the passage of underground water
    • E02D19/18Restraining of underground water by damming or interrupting the passage of underground water by making use of sealing aprons, e.g. diaphragms made from bituminous or clay material
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • E02D15/04Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/18Bulkheads or similar walls made solely of concrete in situ
    • E02D5/187Bulkheads or similar walls made solely of concrete in situ the bulkheads or walls being made continuously, e.g. excavating and constructing bulkheads or walls in the same process, without joints
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2250/00Production methods
    • E02D2250/003Injection of material
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Hydrology & Water Resources (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

A kind of water-stop curtain constructing device, equipment and waterproof curtain construction method, wherein, water-stop curtain constructing device, it include: drilling rod, slip casting cylinder, slip casting cylinder is set in the periphery of the drilling rod, and it can be along the axial movement of drilling rod, it is provided with the Grouting Pipe for entering slip casting cylinder for slurries on the slip casting cylinder, and is respectively arranged at least one injection pipe in the opposite two sides of the outer wall of slip casting cylinder, at least one nozzle is provided on each injection pipe.Water-stop curtain constructing device of the invention, equipment form water-stop curtain using the slip casting cylinder injection slurries being movably set on drilling rod to cut soil layer, its construction efficiency is high, the water stop curtain structure of formation is stablized, and water-stop curtain does not have lap-joint, has fabulous water-stagnating effect.

Description

A kind of water-stop curtain constructing device, equipment and waterproof curtain construction method
Technical field
The present invention relates to the realm of building construction, specifically, being related to a kind of water-stop curtain constructing device, equipment and sealing Curtain construction method.
Background technique
Water-stop curtain is the general name of project subject periphery sealing series, for preventing or reduce foundation pit side-wall and foundation pit bottom It is lauched the continuous water-stop body for flowing into foundation pit and taking.It intercepts water in foundation pit system frequently with soil cement water-stop curtain.In base It cheats in engineering, water-stop curtain often uses mixing pile overlapped that method carries out water seepage prevention at present, and the lap-joint of mixing pile is past Toward there are weak links, the effect of sealing has been seriously affected.In view of the above problems, not there is preferable solution temporarily.
Summary of the invention
In order to solve the above problem, the present invention provides a kind of water-stop curtain constructing device, comprising: drilling rod, slip casting cylinder, slip casting cylinder It is set in the periphery of the drilling rod, and can be provided on the slip casting cylinder along the axial movement of drilling rod and enter slip casting for slurries The Grouting Pipe of cylinder, and it is respectively arranged at least one injection pipe in the opposite two sides of the outer wall of slip casting cylinder, in each injection At least one nozzle is provided on pipe.
Preferably, the track of article shape protrusion form, phase are provided with along the drill rod axis direction in the outer wall of the drilling rod Ying Di is provided with track cooperation along axial one or more strip grooves, track insertion on the inner wall of slip casting cylinder In corresponding strip groove.
Preferably, multiple the second idler wheels contacted with the outer wall of drilling rod are additionally provided in the slip casting cylinder.
Preferably, the second idler wheel of multiple lines and multiple rows is provided on its inner wall along the circumferencial direction of slip casting cylinder.
Preferably, it is additionally provided with shift mechanism, the shift mechanism includes the first roll wheel assembly and pull rod, first rolling The upper end of wheel assembly is connect with the wirerope for promoting transposition, and the lower end of first roll wheel assembly passes through pull rod and the slip casting cylinder Connection, first roll wheel assembly include the first idler wheel, and the first idler wheel is axially in rolling contact with drilling-rod external wall along drilling rod.
Preferably, the Grouting Pipe is supported on the outer wall of drilling rod by third roll wheel assembly, wherein third roll wheel assembly Including the support chip being fixed on the outer wall of Grouting Pipe, third idler wheel, third idler wheel and drilling rod are installed in the end of support chip Outer wall be in rolling contact, also, Grouting Pipe also branches out two branches and is connected to respectively with the injection pipe of side.
Preferably, each injection pipe is to extend in opposite directions to be formed from the outer wall of slip casting cylinder, the spray of slip casting cylinder two sides The nozzle penetrated on pipe is towards separate drilling rod and slurries are sprayed in opposite direction, also, nozzle sprays slurries with angle obliquely.
Preferably, the spray regime of injection pipe top nozzle is equal to the thickness of water-stop curtain.
The present invention also provides a kind of water-stop curtain construction equipments, including two or more above-described sealing curtains Curtain constructing device and hoist engine, wherein each water-stop curtain constructing device is suspended to respectively by corresponding hoist engine along foundation pit side In the vertical stake holes of the spaced row of wall.
The present invention also provides a kind of waterproof curtain construction method, using above-described water-stop curtain construction equipment carry out with Lower step:
The vertical stake holes of one row is arranged with preset interval along foundation pit side-wall;
Water-stop curtain constructing device is hung in each stake holes, so that the spray of the slip casting cylinder of all water-stop curtain constructing devices Direction is penetrated in same vertical plane;
Slurries are injected into slip casting cylinder by Grouting Pipe, the nozzle injection slurries of each slip casting cylinder cut soil layer, to be formed Water-stop curtain,
Wherein, hoist engine drags water-stop curtain constructing device by wirerope and moves on drilling rod.
Water-stop curtain constructing device of the invention, equipment are using the slip casting cylinder injection slurries being movably set on drilling rod Water-stop curtain is formed to cut soil layer, construction efficiency is high, and the water stop curtain structure of formation is stablized, and water-stop curtain does not overlap Place has fabulous water-stagnating effect.
Detailed description of the invention
By the way that embodiment is described in conjunction with following accompanying drawings, features described above of the invention and technological merit will become More understands and be readily appreciated that.
Fig. 1 is the stereoscopic schematic diagram for indicating the water-stop curtain constructing device of the embodiment of the present invention;
Fig. 2 is the stereoscopic schematic diagram for indicating the slip casting cylinder of the embodiment of the present invention;
Fig. 3 is the cross-sectional view for indicating the slip casting cylinder of the embodiment of the present invention;
Fig. 4 is the schematic diagram for indicating the waterproof curtain construction method of the embodiment of the present invention.
Specific embodiment
It constructs below with reference to the accompanying drawings to describe water-stop curtain constructing device, equipment and water-stop curtain of the present invention The embodiment of method.Those skilled in the art will recognize, without departing from the spirit and scope of the present invention the case where Under, described embodiment can be modified with a variety of different modes or combinations thereof.Therefore, attached drawing and description are in essence On be it is illustrative, be not intended to limit the scope of the claims.In addition, in the present specification, attached drawing is not in scale It draws, and identical appended drawing reference indicates identical part.
As shown in Figure 1 and Figure 2, the water-stop curtain constructing device 100 of the present embodiment includes drilling rod 2, slip casting cylinder 5, slip casting cylinder 5 It is set in the periphery of the drilling rod 2, and can be along the axial movement of drilling rod 2.It is provided on the slip casting cylinder 5 and enters note for slurries The Grouting Pipe 4 of cylinder 5 is starched, and is respectively arranged at least one injection pipe 51 in the radially opposite sides along drilling rod of slip casting cylinder 5, every At least one nozzle 511 is provided on a injection pipe 51.And the nozzle 511 on the injection pipe 51 of two sides is outside in the opposite direction Side spray penetrates slurries, i.e., sprays slurries towards the direction far from drilling rod 2.Slurries can impact cutting soil layer under stress, if slurries are Cement slurry can form the mixing induration (soil cement wall) with intensity with the soil body under cutting, and waterproof is only seeped;If other Chemical grout then has different technical effects according to the ingredient difference of slurries, such as slurries are sealing agent, be can achieve quickly The functions such as sealing leak stopping.
Preferably, the drill rod axis direction is provided with track 3 in the outer wall of the drilling rod 2.The track 3 can be On the outer wall of drilling rod 2 along axial one or more article shape protrusions, correspondingly, be provided on the inner wall of slip casting cylinder 5 with One or more strip grooves 53 along axial direction of the track 3 cooperation, article shape protrusion are embedded in corresponding strip groove 53, rail Road 3 can guarantee that slip casting cylinder 5 is steady mobile in the axial direction.
In one alternate embodiment, as shown in figure 3, being additionally provided with multiple and drilling rod 2 outer wall in the slip casting cylinder 5 Second idler wheel of contact.For example, the circumferencial direction along slip casting cylinder 5 is provided with the first idler wheel of multiple lines and multiple rows 52, energy on its inner wall It is enough to play centralizing function during slip casting cylinder 5 is moved axially along drilling rod.
In one alternate embodiment, it is additionally provided with shift mechanism, the shift mechanism includes the first roll wheel assembly 7 and draws Bar 8, the upper end of first roll wheel assembly 7 are connect with the wirerope 6 for promoting transposition, and the lower end of first roll wheel assembly 7 is logical It crosses pull rod 8 to connect with the slip casting cylinder 5, first roll wheel assembly 7 includes the first idler wheel 71, and the first idler wheel 71 is along drilling rod axial direction It is in rolling contact with drilling-rod external wall.
In one alternate embodiment, the Grouting Pipe 4 is also supported on the outer wall of drilling rod 2 by third roll wheel assembly. Specifically, the outer wall of Grouting Pipe 4 is further fixed on support chip 41, is equipped with third idler wheel 42, third rolling in the end of support chip 41 Wheel 42 and the outer wall of drilling rod 2 are in rolling contact.Grouting Pipe 4 also branches out two branches 43 and is connected to respectively with injection pipe 51.Wherein, it props up Blade 41 is preferably spring leaf.
In one alternate embodiment, each injection pipe 51 is to extend in opposite directions to be formed from the outer wall of slip casting cylinder 5, Nozzle on the injection pipe 51 of two sides is towards far from drilling rod 2 and slurries are sprayed in opposite direction, also, nozzle 511 is with obliquely Angle sprays slurries.
In one alternate embodiment, the spray regime of 51 top nozzle 511 of injection pipe is equal to the thickness of water-stop curtain 300.
A kind of water-stop curtain construction equipment, including multiple above-described water-stop curtain constructing devices and hoist engine 1, In, each water-stop curtain constructing device is respectively placed in vertical along the spaced row of foundation pit side-wall by the suspention of corresponding hoist engine In stake holes.
A kind of waterproof curtain construction method is followed the steps below using above-described water-stop curtain construction equipment:
The vertical stake holes 200 of one row is arranged with preset interval along foundation pit side-wall, Fig. 4 is said by taking two stake holes as an example It is bright;
Water-stop curtain constructing device 100 is hung in each stake holes, so that the slip casting cylinder 5 of water-stop curtain constructing device 100 Injection direction in same vertical plane, in Fig. 4, the nozzle 511 for closing on side of two water-stop curtain constructing devices 100 Injection direction is as shown by arrows;
Slurries are injected into slip casting cylinder 5 by Grouting Pipe 4, the nozzle 511 of each slip casting cylinder 5 sprays slurries and cuts soil layer, from And form water-stop curtain 300;
Wherein, hoist engine drags water-stop curtain constructing device by wirerope and moves on drilling rod.
The above description is only a preferred embodiment of the present invention, is not intended to restrict the invention, for those skilled in the art For member, the invention may be variously modified and varied.All within the spirits and principles of the present invention, it is made it is any modification, Equivalent replacement, improvement etc., should all be included in the protection scope of the present invention.

Claims (10)

1. a kind of water-stop curtain constructing device characterized by comprising
Drilling rod,
Slip casting cylinder, slip casting cylinder is set in the periphery of the drilling rod, and can be arranged on the slip casting cylinder along the axial movement of drilling rod There is the Grouting Pipe for entering slip casting cylinder for slurries, and is respectively arranged at least one spray in the opposite two sides of the outer wall of slip casting cylinder Pipe is penetrated, at least one nozzle is provided on each injection pipe.
2. water-stop curtain constructing device according to claim 1, which is characterized in that
It is provided with along the drill rod axis direction track of article shape protrusion form in the outer wall of the drilling rod, correspondingly, in slip casting It is provided on the inner wall of cylinder with track cooperation along axial one or more strip grooves, track is embedded in corresponding bar shaped In groove.
3. water-stop curtain constructing device according to claim 1, which is characterized in that
Multiple the second idler wheels contacted with the outer wall of drilling rod are additionally provided in the slip casting cylinder.
4. water-stop curtain constructing device according to claim 3, which is characterized in that
Circumferencial direction along slip casting cylinder is provided with the second idler wheel of multiple lines and multiple rows on its inner wall.
5. water-stop curtain constructing device according to claim 1, which is characterized in that
Be additionally provided with shift mechanism, the shift mechanism includes the first roll wheel assembly and pull rod, first roll wheel assembly it is upper It holds and is connect with the wirerope for promoting transposition, the lower end of first roll wheel assembly is connect by pull rod with the slip casting cylinder, described First roll wheel assembly includes the first idler wheel, and the first idler wheel is axially in rolling contact with drilling-rod external wall along drilling rod.
6. water-stop curtain constructing device according to claim 5, which is characterized in that
The Grouting Pipe is supported on the outer wall of drilling rod by third roll wheel assembly, wherein third roll wheel assembly includes being fixed on Support chip on the outer wall of Grouting Pipe is equipped with third idler wheel, the outer wall rolling of third idler wheel and drilling rod in the end of support chip Contact, also, Grouting Pipe also branches out two branches and is connected to respectively with the injection pipe of side.
7. water-stop curtain constructing device according to claim 6, which is characterized in that each injection pipe is from the outer of slip casting cylinder Wall, which extends in opposite directions, to be formed, and the nozzle on the injection pipe of slip casting cylinder two sides is towards far from drilling rod and opposite direction jetting slurry Liquid, also, nozzle sprays slurries with angle obliquely.
8. water-stop curtain constructing device according to claim 1, which is characterized in that the spray regime etc. of injection pipe top nozzle In the thickness of water-stop curtain.
9. a kind of water-stop curtain construction equipment, which is characterized in that including any in two or more claims 5 to 7 Water-stop curtain constructing device and hoist engine described in, wherein each water-stop curtain constructing device is distinguished by corresponding hoist engine It is suspended to along the vertical stake holes of the spaced row of foundation pit side-wall.
10. a kind of waterproof curtain construction method, which is characterized in that using water-stop curtain construction equipment as claimed in claim 9 into Row following steps:
The vertical stake holes of one row is arranged with preset interval along foundation pit side-wall;
Water-stop curtain constructing device is hung in each stake holes, so that the injection side of the slip casting cylinder of all water-stop curtain constructing devices To in same vertical plane;
Slurries are injected into slip casting cylinder by Grouting Pipe, the nozzle injection slurries of each slip casting cylinder cut soil layer, to form sealing Curtain,
Wherein, hoist engine drags water-stop curtain constructing device by wirerope and moves on drilling rod.
CN201810902791.5A 2018-08-09 2018-08-09 Waterproof curtain construction device, equipment and waterproof curtain construction method Active CN109024643B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810902791.5A CN109024643B (en) 2018-08-09 2018-08-09 Waterproof curtain construction device, equipment and waterproof curtain construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810902791.5A CN109024643B (en) 2018-08-09 2018-08-09 Waterproof curtain construction device, equipment and waterproof curtain construction method

Publications (2)

Publication Number Publication Date
CN109024643A true CN109024643A (en) 2018-12-18
CN109024643B CN109024643B (en) 2023-06-09

Family

ID=64632494

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201810902791.5A Active CN109024643B (en) 2018-08-09 2018-08-09 Waterproof curtain construction device, equipment and waterproof curtain construction method

Country Status (1)

Country Link
CN (1) CN109024643B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115434311A (en) * 2022-10-14 2022-12-06 东南大学 External mobile jet flow suction type caisson foundation reinforcing device and reinforcing method

Citations (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1068915A (en) * 1976-08-02 1980-01-01 Slurry Systems Specialists Method and apparatus for building below ground slurry walls
CN101519880A (en) * 2009-03-02 2009-09-02 浙江大学 Method of using rotational multiaxial borehole pouring concrete occluding pile wall for enclosing deep foundation pit and slope protection project
CN101962949A (en) * 2009-07-23 2011-02-02 北京中岩大地工程技术有限公司 Long spiral double-pipe high-pressure stir-jet grouting pile construction method and device
CN102261079A (en) * 2011-04-28 2011-11-30 朱奎 Construction method for foundation pit waterproof curtain
CN202055242U (en) * 2011-02-17 2011-11-30 广东省冶金建筑设计研究院 Tri-axial high-pressure rotary jet pile driver
WO2011162545A2 (en) * 2010-06-23 2011-12-29 Yang Hyung Chil Front-end apparatus used in a grouting system
CN202337976U (en) * 2011-06-17 2012-07-18 北京荣创科宏岩土工程有限公司 In-hole impact high-pressure jet grouting equipment
JP2013083125A (en) * 2011-10-12 2013-05-09 Yuji Kaneko Jet grout type ground improvement method and jet grout type ground improvement device
CN203238649U (en) * 2013-04-22 2013-10-16 中铁十三局集团第三工程有限公司 Combined type waterproof curtain
CN104088284A (en) * 2014-07-14 2014-10-08 曹兴明 Drilling pressure grouting concrete rear inserting pipe grouting pile method and device
CN104153381A (en) * 2014-08-29 2014-11-19 云南大学 Waterproof curtain pile, waterproof curtain and construction method of waterproof curtain pile
CN204753574U (en) * 2015-06-24 2015-11-11 江苏省建筑科学研究院有限公司 High pressure jet grouting pile stagnant water curtain construction equipment
CN204982923U (en) * 2015-09-11 2016-01-20 中铁第四勘察设计院集团有限公司 Foundation ditch stagnant water curtain reinforcement structure
CN105951711A (en) * 2016-05-25 2016-09-21 中国能源建设集团安徽电力建设第工程有限公司 Enclosing construction method of underground continuous wall of seashore power station
CN205954650U (en) * 2016-03-21 2017-02-15 浙江大学城市学院 Curtain grouting drill way structure
CN106592614A (en) * 2016-12-15 2017-04-26 中国建筑第八工程局有限公司 Water leakage point blockage method in foundation pit water stop curtain
CN106638643A (en) * 2016-12-23 2017-05-10 中国建筑第四工程局有限公司 Water-stopping-curtain construction device and method
CN206319329U (en) * 2016-12-23 2017-07-11 中国建筑第四工程局有限公司 A kind of water-stop curtain constructing device
CN107964974A (en) * 2017-12-21 2018-04-27 泛华建设集团有限公司 A kind of water-stop curtain constructing device and its construction method
CN108104110A (en) * 2017-12-11 2018-06-01 山东大学 The construction method of high pressure spray jetting soil cut-pff wall
CN207452929U (en) * 2017-11-21 2018-06-05 深圳百勤建设工程有限公司 A kind of water-stop curtain constructing device drilling rod
CN209162863U (en) * 2018-08-09 2019-07-26 中国地质大学(北京) A kind of water-stop curtain constructing device and water-stop curtain construction equipment

Patent Citations (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA1068915A (en) * 1976-08-02 1980-01-01 Slurry Systems Specialists Method and apparatus for building below ground slurry walls
CN101519880A (en) * 2009-03-02 2009-09-02 浙江大学 Method of using rotational multiaxial borehole pouring concrete occluding pile wall for enclosing deep foundation pit and slope protection project
CN101962949A (en) * 2009-07-23 2011-02-02 北京中岩大地工程技术有限公司 Long spiral double-pipe high-pressure stir-jet grouting pile construction method and device
WO2011162545A2 (en) * 2010-06-23 2011-12-29 Yang Hyung Chil Front-end apparatus used in a grouting system
CN202055242U (en) * 2011-02-17 2011-11-30 广东省冶金建筑设计研究院 Tri-axial high-pressure rotary jet pile driver
CN102261079A (en) * 2011-04-28 2011-11-30 朱奎 Construction method for foundation pit waterproof curtain
CN202337976U (en) * 2011-06-17 2012-07-18 北京荣创科宏岩土工程有限公司 In-hole impact high-pressure jet grouting equipment
JP2013083125A (en) * 2011-10-12 2013-05-09 Yuji Kaneko Jet grout type ground improvement method and jet grout type ground improvement device
CN203238649U (en) * 2013-04-22 2013-10-16 中铁十三局集团第三工程有限公司 Combined type waterproof curtain
CN104088284A (en) * 2014-07-14 2014-10-08 曹兴明 Drilling pressure grouting concrete rear inserting pipe grouting pile method and device
CN104153381A (en) * 2014-08-29 2014-11-19 云南大学 Waterproof curtain pile, waterproof curtain and construction method of waterproof curtain pile
CN204753574U (en) * 2015-06-24 2015-11-11 江苏省建筑科学研究院有限公司 High pressure jet grouting pile stagnant water curtain construction equipment
CN204982923U (en) * 2015-09-11 2016-01-20 中铁第四勘察设计院集团有限公司 Foundation ditch stagnant water curtain reinforcement structure
CN205954650U (en) * 2016-03-21 2017-02-15 浙江大学城市学院 Curtain grouting drill way structure
CN105951711A (en) * 2016-05-25 2016-09-21 中国能源建设集团安徽电力建设第工程有限公司 Enclosing construction method of underground continuous wall of seashore power station
CN106592614A (en) * 2016-12-15 2017-04-26 中国建筑第八工程局有限公司 Water leakage point blockage method in foundation pit water stop curtain
CN106638643A (en) * 2016-12-23 2017-05-10 中国建筑第四工程局有限公司 Water-stopping-curtain construction device and method
CN206319329U (en) * 2016-12-23 2017-07-11 中国建筑第四工程局有限公司 A kind of water-stop curtain constructing device
CN207452929U (en) * 2017-11-21 2018-06-05 深圳百勤建设工程有限公司 A kind of water-stop curtain constructing device drilling rod
CN108104110A (en) * 2017-12-11 2018-06-01 山东大学 The construction method of high pressure spray jetting soil cut-pff wall
CN107964974A (en) * 2017-12-21 2018-04-27 泛华建设集团有限公司 A kind of water-stop curtain constructing device and its construction method
CN209162863U (en) * 2018-08-09 2019-07-26 中国地质大学(北京) A kind of water-stop curtain constructing device and water-stop curtain construction equipment

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
俞美华;宁万辉;: "止水帷幕和管井降水在深基坑支护中的应用", 西北水电 *
范绍武;: "浅谈高压喷射注浆止水帷幕技术的应用", 广东科技 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115434311A (en) * 2022-10-14 2022-12-06 东南大学 External mobile jet flow suction type caisson foundation reinforcing device and reinforcing method

Also Published As

Publication number Publication date
CN109024643B (en) 2023-06-09

Similar Documents

Publication Publication Date Title
EA008873B1 (en) Arctic platform
KR102191009B1 (en) Acting leakage prevention control method and underground leakage prevention system of subway station sturucture leakage disease
CN209636826U (en) Rich water sand and gravel stratum foundation pit water sealing structure
CN104695456A (en) Construction method novel vertical shaft horizontal rotation jet grouting pile foundation pit lateral wall water stopping curtain
CN202519694U (en) Open caisson foundation structure under saturated water condition when geology is sludge layer
CN110158649A (en) The construction method of Adjacent Underground Pipeline when a kind of caisson sinking construction
CN209162863U (en) A kind of water-stop curtain constructing device and water-stop curtain construction equipment
CN109024643A (en) A kind of water-stop curtain constructing device, equipment and waterproof curtain construction method
CN107386297B (en) Deep weathering stratum foundation pit water stopping structure
KR101550495B1 (en) waterproof method for interlayer of building concrete
JP2010013913A (en) Water cutoff and protection device of tunnel penetrating through active fault or the like
WO2015152826A1 (en) Method for installing a multi-section suction caisson
CN203531010U (en) Supporting platform of heat pipe trench and for crossing reserved subway station
CN104831735B (en) The sealing supporting construction of a kind of curtain unification and construction method thereof and construction equipment
JP2014202007A (en) Earth retaining wall and construction method for the same
JP6316674B2 (en) Water stop structure and method for underground continuous wall
EP2245256B1 (en) Method and device for creating a deep borehole
CN109914390A (en) It is a kind of to construct the slip casting structure and construction method of cold seam for biting connecions campshed
CN214738189U (en) Bucket waterproof curtain and hole digging pile supporting structure of water-rich sand layer
CN205875147U (en) A protect a section of thick bamboo for holing operation
RU2580532C2 (en) Isolation method of brine water influx in well
CN104060636B (en) Pressure release anti-float method during high water level regional architecture foundation construction and device
RU2573145C1 (en) Method of protection of pile foundation of bearing support against soil frost heave forces
CN112761175A (en) Bucket waterproof curtain and hole digging pile supporting structure for water-rich sand layer and construction process
JP6552278B2 (en) Tunnel construction method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant