CN207176687U - A kind of cut-pff wall built-in slip casting pipe positioner - Google Patents

A kind of cut-pff wall built-in slip casting pipe positioner Download PDF

Info

Publication number
CN207176687U
CN207176687U CN201720548346.4U CN201720548346U CN207176687U CN 207176687 U CN207176687 U CN 207176687U CN 201720548346 U CN201720548346 U CN 201720548346U CN 207176687 U CN207176687 U CN 207176687U
Authority
CN
China
Prior art keywords
frame
slip casting
rectangular
cut
built
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
CN201720548346.4U
Other languages
Chinese (zh)
Inventor
王哲英
杨书涛
解西成
吕严兵
张文生
周思广
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.)
ZHONGKAN GEOTECHNICAL INVESTIGATION DESIGN RESEARCH INSTITUTE Co Ltd
Original Assignee
ZHONGKAN GEOTECHNICAL INVESTIGATION DESIGN RESEARCH INSTITUTE Co Ltd
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 ZHONGKAN GEOTECHNICAL INVESTIGATION DESIGN RESEARCH INSTITUTE Co Ltd filed Critical ZHONGKAN GEOTECHNICAL INVESTIGATION DESIGN RESEARCH INSTITUTE Co Ltd
Priority to CN201720548346.4U priority Critical patent/CN207176687U/en
Application granted granted Critical
Publication of CN207176687U publication Critical patent/CN207176687U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

The utility model discloses a kind of cut-pff wall built-in slip casting pipe positioner, it is related to building machinery field.The utility model includes being rearranged by multiple rectangular frames and multiple space frameworks;The space framework is cube frame, and it is rectangular frame that its is upper and lower, and its is forward and backward by two rectangular frames above and below two reinforcing bar X-shaped connections, and it is the rectangle frame being made up of the side of two reinforcing bars and upper and lower two rectangular frames that its is left and right;The rectangular frame is provided with multiple pass through for Grouting Pipe and the fixed frame of fixed Grouting Pipe.The utility model has following advantages:The built-in slip casting pipe of one width cut-pff wall once divides into quickening speed of application;Built-in pipe to divide into position more accurate;The perpendicularity of built-in slip casting pipe can be ensured.

Description

A kind of cut-pff wall built-in slip casting pipe positioner
Technical field
It the utility model is related to building machinery field, and in particular to a kind of cut-pff wall built-in slip casting pipe positioner.
Background technology
Be widely used in the concrete cut of the underground water antiseepage such as reservoir, bunding, pattern foundation pit supporting structure, due to geological conditions, The reasons such as construction technology, construction costs can not protrude fully into the impermeable stratum of stratum depths under many situation walls, need To use the seepage action of ground water passages such as crack, the space of wall rising pouring slurry technical finesse Deep Rock soil body.The wall body structure of cut-pff wall One kind is also diaphram wall to divide into steel reinforcement cage, and another kind is the plain concrete wall for not dividing into steel reinforcement cage.For there is steel reinforcement cage Diaphram wall if desired wall rising pouring slurry built-in slip casting pipe can with steel reinforcement cage connect and together be set in slotted eye.Without steel It is typically built-in slip casting pipe and then to pour wall after the completion of the construction of cut-pff wall slotted eye when starching that the cut-pff wall of muscle cage, which needs wall rising pouring, Concrete, or concrete cutoff wall intensity reach drilling certain depth slip casting into the wall bed rock soil body in wall again after design requirement.
Typically there are multiple built-in slip casting pipes (general 3-4) in the width wall of cut-pff wall one.Built-in slip casting pipe is divided at present And fixed usual way is that each Grouting Pipe is divided into respectively after the completion of the construction of cut-pff wall slotted eye, and fixed in groove (hole) mouth, Then tremie placing concrete is divided into.Single Grouting Pipe, which is divided into, easily causes inclination, and concrete in concreting process Rise liquid level and the discrepancy in elevation be present, producing transversal inhomogeneity pressure to Grouting Pipe causes Grouting Pipe to tilt.This inclination causes Grouting Pipe It can not use.
Drilling carries out slip casting after in the thin wall of concrete, and not only borehole perpendicularity is not easy to ensure;Wall easily is deflected out, and The cost that drilled in concrete wall is high, long in time limit, pollution environment, while has certain destruction to wall body.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of cut-pff wall built-in slip casting pipe positioner.It is intended to pin Existing cut-pff wall built-in slip casting pipe is divided into and fixed form easily causes Grouting Pipe inclination and rear bored grouting construction is difficult Degree is big, quality should not ensure problem, there is provided corresponding solution.
In order to solve the above technical problems, technical solution adopted in the utility model is:A kind of cut-pff wall built-in slip casting pipe Positioner, it is characterised in that:Including being rearranged by multiple rectangular frames and multiple space frameworks;The space framework is vertical Cube framework, it is rectangular frame that its is upper and lower, and its is forward and backward by two reinforcing bar X-shapeds connection, two rectangular frames up and down, it is left, Right is the rectangle frame being made up of the side of two reinforcing bars and upper and lower two rectangular frames;The rectangular frame supplies slip casting provided with multiple Pipe through and fixed Grouting Pipe fixed frame.
Further technical scheme is, the fixed frame by two connection long sides of rectangular frame two the first reinforcing bars, with And two both ends connect the second reinforcing bar composition of two first reinforcing bars respectively;The Grouting Pipe is located at the first reinforcing bar and the second reinforcing bar In the rectangular area of composition.
Further technical scheme also resides in, the rectangular frame and space framework cross arrangement.
It is using beneficial effect caused by above-mentioned technical proposal:This programme is adopted per the built-in slip casting pipe of groove section cut-pff wall With integrated locating device, multiple Grouting Pipes are linked to be entirety and positioner is set.It will be carried after the completion of the construction of cut-pff wall slotted eye In multiple Grouting Pipe tripping in slotted eyes of positioner, then in tripping in conduit, then walling body concrete is poured.
Brief description of the drawings
The utility model is described in further detail with reference to the accompanying drawings and detailed description.
Fig. 1-2 is the utility model structure diagram;
Fig. 3 is Fig. 2 A-A profiles;
Wherein:1st, Grouting Pipe;2nd, space framework;3rd, rectangular frame;4th, fixed frame;5th, the first reinforcing bar;6th, the second reinforcing bar.
Embodiment
With reference to the accompanying drawing in the utility model embodiment, the technical scheme in the embodiment of the utility model is carried out clear Chu, it is fully described by, it is clear that described embodiment is only part of the embodiment of the present utility model, rather than whole Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are not under the premise of creative work is made The every other embodiment obtained, belong to the scope of the utility model protection.
Many details are elaborated in the following description in order to fully understand the utility model, but this practicality is new Type can also be different from other manner described here using other to be implemented, and those skilled in the art can be without prejudice to this reality With doing similar popularization in the case of new intension, therefore the utility model is not limited by following public specific embodiment.
As illustrated, the utility model elaborates a kind of cut-pff wall built-in slip casting pipe positioner, including by multiple rectangles Framework 3 and multiple space frameworks 2 rearrange;The space framework 2 is cube frame, and it is rectangular frame 3 that its is upper and lower, Its is forward and backward by two reinforcing bars Two rectangular frames 3 above and below X-shaped connection, it is by two reinforcing bars that its is left and rightThe rectangle frame formed with the side of upper and lower two rectangular frames 3;The rectangular frame 3 passes through provided with multiple for Grouting Pipe And the fixed frame 4 of fixed Grouting Pipe.
Preferably, the fixed frame 4 is by two the first reinforcing bars 5 for connecting 3 liang of long sides of rectangular frameAnd two Root both ends connect two first reinforcing bars 5 respectivelyThe second reinforcing bar 6Composition;The Grouting Pipe 1 is located at first Reinforcing bar 5With the second reinforcing bar 6In the rectangular area of composition.
Preferably, the rectangular frame 3 and the cross arrangement of space framework 2.
The utility model uses integrated locating device in the built-in slip casting pipe of every groove section cut-pff wall, and multiple Grouting Pipes are linked to be Entirety is simultaneously welded on cut-pff wall built-in slip casting pipe positioner.By with the multiple of positioner after the completion of the construction of cut-pff wall slotted eye In Grouting Pipe tripping in slotted eye, then in tripping in conduit, then walling body concrete is poured.
There are following advantages by using the positioning described in this programme:The built-in slip casting pipe of (1) one width cut-pff wall once under If accelerate speed of application.(2) built-in pipe to divide into position more accurate.(3) perpendicularity of built-in slip casting pipe can be ensured.

Claims (1)

  1. A kind of 1. cut-pff wall built-in slip casting pipe positioner, it is characterised in that:Including by multiple rectangular frames and multiple three-dimensional frames Frame rearranges;The rectangular frame and space framework cross arrangement;The space framework is cube frame, and its is upper and lower For rectangular frame, its is forward and backward by two reinforcing bar X-shapeds connections, two rectangular frames up and down, its is left and right be by two reinforcing bars with The rectangle frame that the side of upper and lower two rectangular frames is formed;The rectangular frame is passed through provided with multiple confession Grouting Pipes and fixed Grouting Pipe Fixed frame;
    The fixed frame connects two first respectively by two the first reinforcing bars for connecting the long side of rectangular frame two, and two both ends The second reinforcing bar composition of reinforcing bar;The Grouting Pipe is located in the rectangular area that the first reinforcing bar and the second reinforcing bar are formed.
CN201720548346.4U 2017-05-17 2017-05-17 A kind of cut-pff wall built-in slip casting pipe positioner Expired - Fee Related CN207176687U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720548346.4U CN207176687U (en) 2017-05-17 2017-05-17 A kind of cut-pff wall built-in slip casting pipe positioner

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720548346.4U CN207176687U (en) 2017-05-17 2017-05-17 A kind of cut-pff wall built-in slip casting pipe positioner

Publications (1)

Publication Number Publication Date
CN207176687U true CN207176687U (en) 2018-04-03

Family

ID=61732495

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720548346.4U Expired - Fee Related CN207176687U (en) 2017-05-17 2017-05-17 A kind of cut-pff wall built-in slip casting pipe positioner

Country Status (1)

Country Link
CN (1) CN207176687U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113529767A (en) * 2021-07-28 2021-10-22 海西州那棱格勒河水利枢纽工程建设管理局 Embedded pipe embedding method for impervious wall construction

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113529767A (en) * 2021-07-28 2021-10-22 海西州那棱格勒河水利枢纽工程建设管理局 Embedded pipe embedding method for impervious wall construction

Similar Documents

Publication Publication Date Title
CN1837512B (en) Combined cofferdam of steel slab pile and steel pipe pile an method for manufacturing the same
CN106013511B (en) The 3D printing filled wall formed based on 3D printing masonry
CN103122636B (en) A kind of soft stratum diaphragm wall shallow-layer cell wall reinforcement means
CN204370431U (en) A kind of occlusion long-short pile space enclosing structure
CN204510230U (en) Rich groundwater and the bad deep pit digging supporting and protection structure of geology
CN105201001B (en) Composite seepage preventing structure for large karst cave in karst region and construction method thereof
CN204510205U (en) A kind of bamboo steel pile tube
CN107313431A (en) Close on not contour foundation ditch method for synchronously constructing
CN204738302U (en) Multi -storey frame formula double row pile supporting construction
CN102864780A (en) Supporting structure and supporting method of foundation pit
CN104164868A (en) Concave-convex support-engaged water-stopping pile
CN108532586A (en) A kind of construction method of garage parking diaphram wall
CN103422510A (en) Steel pipe frame type cofferdam structure and construction method
CN104863177A (en) Composite retaining wall structure and construction method thereof
CN105155548A (en) Cable double-row pile (wall) supporting structure
CN105064381A (en) High-low cutting edge double-wall steel cofferdam reinforced concrete once bottom sealing construction method
CN108842802A (en) Piles in Karst Region base construction method
CN105369799A (en) Concrete precast pile of precast pile underground diaphragm wall and construction method of precast pile underground diaphragm wall
CN204780990U (en) Combined type retaining wall structure
CN107620316A (en) A kind of rocky bed large volume deepwater foundation construction method
CN207176687U (en) A kind of cut-pff wall built-in slip casting pipe positioner
CN110241836A (en) A kind of construction method of embedding rock water-stop curtain
CN106930278A (en) A kind of method that compromise joint pipe is used for support pile occlusion
CN207525758U (en) A kind of reinforced Structure About Soldier Pile
CN205669211U (en) A kind of prefabricated Gravity Retaining Wall

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180403

CF01 Termination of patent right due to non-payment of annual fee