CN205662917U - Prevent that underground continuous wall toplap from irritating " I -steel type " baffle that concrete streams - Google Patents

Prevent that underground continuous wall toplap from irritating " I -steel type " baffle that concrete streams Download PDF

Info

Publication number
CN205662917U
CN205662917U CN201620523923.XU CN201620523923U CN205662917U CN 205662917 U CN205662917 U CN 205662917U CN 201620523923 U CN201620523923 U CN 201620523923U CN 205662917 U CN205662917 U CN 205662917U
Authority
CN
China
Prior art keywords
shaped steel
steel
stagnant water
sealing
water shaped
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
CN201620523923.XU
Other languages
Chinese (zh)
Inventor
李九福
邓彪
郭小龙
董小龙
彭再勇
孙超
罗伟
姚怡文
刘敏
肖洪
谢海金
邓世萍
管蕾
李勇
龚学栋
张小红
未长青
徐雪莹
张喜春
章旭
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 Railway Tunnel Group Erchu Co Ltd
Original Assignee
China Railway Tunnel Group Erchu 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 China Railway Tunnel Group Erchu Co Ltd filed Critical China Railway Tunnel Group Erchu Co Ltd
Priority to CN201620523923.XU priority Critical patent/CN205662917U/en
Application granted granted Critical
Publication of CN205662917U publication Critical patent/CN205662917U/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 provides a prevent that underground continuous wall toplap from irritating " I -steel type " baffle that concrete streams which the structure includes: wire rope, U type card, hoisting point, stagnant water shaped steel, fixed reinforcing bar, wire rope is connected to U type card upper end, and the hoisting point is connected to the lower extreme, and stagnant water shaped steel is connected to the hoisting point, wire rope passes through the hoisting point and hoists the promotion of stagnant water shaped steel to the target location, stagnant water shaped steel is the core part who keeps off concrete slabs, and this stagnant water shaped steel connects stagnant water shaped steel for underground continuous wall, and this stagnant water shaped steel is movable, fixed reinforcing bar keeps off concrete slabs location part, fixes stagnant water shaped steel in the original stagnant water shaped steel of steel reinforcement cage top. Unnecessary stagnant water shaped steel processing and extravagant when underground continuous wall steel reinforcement cage machining has been replaced to the baffle has reduced the construction of the artifical butt joint stagnant water shaped steel of steel reinforcement cage machining in -process for the preparation of steel reinforcement cage.

Description

Prevent diaphram wall toplap from filling " I-shaped die " baffle plate that concrete streams
Technical field
This utility model relates to a kind of " I-shaped die " baffle plate preventing diaphram wall toplap filling concrete from streaming, and belongs to Engineering construction field.
Background technology
The scale of current China underground engineering construction constantly expands, especially Foundation Pit Support Engineering reached especially front not Some scales, the construction field diaphram wall at foundation pit enclosure structure is designed wide with unit in charge of construction with its exclusive characteristic General employing.Construction center tap sealing at diaphram wall is one of the most key construction content, current diaphram wall Joint sealing is broadly divided into two classes, rigid joint and flexible joint.Rigid joint is because easy construction stagnant water effect is preferable, by greatly Most people accepts, and rigid joint includes again H profile steel water-stopping joint and cross steel plate water-stopping joint.Construction at diaphram wall During to be no lack of blank wall above body of wall higher, blank wall section invades along sealing shaped steel side for concrete after avoiding that casting concrete is super and filling Adjacent slot section and the chute forming machine None-identified when grooving has poured groove section sealing shaped steel position, causes grooving time slot section inclined Position, so steel reinforcement cage all can avoid factor the most simultaneously to occur and lengthen sealing shaped steel in work progress when installing sealing shaped steel, The most visible blank wall section sealing shaped steel spills wall top 5~6m.It is overall to one that the long meeting of sealing shaped steel causes connecting width section steel reinforcement cage Side offsets, and cannot ensure body of wall left and right perpendicularity, and steel reinforcement cage only processes the unnecessary making of sealing shaped steel of needs, later stage The security risk cutting off existence of water type steel.So exploitation one " I-shaped die " baffle plate easily operation equipment is on-the-spot reality Border needs, and to improving work efficiency, reducing construction cost etc. has important practical significance.
Utility model content
The purpose of this utility model be for the deficiencies in the prior art provide a kind of simple and convenient, the former material of construction can be saved Material, minimizing abandoned project amount improve efficiency of construction and " I-shaped die " baffle plate of quality, and both one prevented diaphram wall toplap Fill " I-shaped die " baffle plate that concrete streams.
Baffle arrangement described in the utility model includes: steel wire rope, U-shaped card, suspension centre, sealing shaped steel, fixing reinforcing bar;
U-shaped card upper end connecting steel wire ropes, lower end connects suspension centre, and suspension centre connects sealing shaped steel;
Sealing shaped steel is promoted lifting to target location by suspension centre by described steel wire rope;
Described sealing shaped steel is the core of gear concrete plate, and this sealing shaped steel is underground continuous wall connector sealing shaped steel, should Sealing shaped steel is packaged type;
Described fixing reinforcing bar is gear concrete plate position portion, is fixed on by sealing shaped steel on steel reinforcement cage original sealing shaped steel Side.
The beneficial effects of the utility model: baffle plate described in the utility model substituted for diaphram wall steel reinforcement cage, and to add man-hour many Remaining sealing shaped steel processing and waste, decrease the artificial construction docking sealing shaped steel in the steel reinforcement cage course of processing, accelerate reinforcing bar The making of cage;Next needs to cut off the construction of original dead slot section sealing shaped steel, later blank wall section sealing after saving later stage excavation Shaped steel is longer for cutting off the difficulty of construction brought, and accelerates integral construction progress.
Accompanying drawing explanation
Fig. 1 is baffle arrangement schematic diagram described in the utility model;
Fig. 2 is the sealing shaped steel of baffle plate described in the utility model and fixing bar construction schematic diagram;
In figure: reinforcing bar fixed by 1 steel wire rope 2U type card 3 suspension centre 4 sealing shaped steel 5.
Detailed description of the invention
Baffle arrangement described in the utility model includes: steel wire rope, U-shaped card, suspension centre, sealing shaped steel, fixing reinforcing bar;
U-shaped card upper end connecting steel wire ropes, lower end connects suspension centre, and suspension centre connects sealing shaped steel;
Sealing shaped steel is promoted lifting to target location by suspension centre by described steel wire rope;
Described sealing shaped steel is the core of gear concrete plate, and this sealing shaped steel is underground continuous wall connector sealing shaped steel, should Sealing shaped steel is packaged type;
Described fixing reinforcing bar is gear concrete plate position portion, is fixed on by sealing shaped steel on steel reinforcement cage original sealing shaped steel Side;
Described steel wire rope (1) is inserted in U-shaped card (2) and is used for afterwards coordinating gear concrete panel assembly on crane lifting ground-connecting-wall, such as figure institute Showing that U-shaped card (2) penetrates suspension centre (3) and comes connecting steel wire ropes and sealing shaped steel, suspension centre (3) is to punch sealing shaped steel to be formed, Crane hoisting wirerope promotes the running of sealing shaped steel (4), winches to enter on groove diaphram wall steel reinforcement cage by sealing shaped steel (4) Side, below sealing shaped steel (4) the alignment original shaped steel of steel reinforcement cage.

Claims (1)

1. one kind prevents diaphram wall toplap from filling " I-shaped die " baffle plate that concrete streams, it is characterised in that: described baffle plate Structure includes steel wire rope, U-shaped card, suspension centre, sealing shaped steel, fixing reinforcing bar;
Described U-shaped card upper end connecting steel wire ropes, lower end connects suspension centre, and suspension centre connects sealing shaped steel;
Sealing shaped steel is promoted lifting to target location by suspension centre by described steel wire rope;
Described sealing shaped steel is the core of gear concrete plate, and this sealing shaped steel is underground continuous wall connector sealing shaped steel, this sealing Shaped steel is packaged type;
Described fixing reinforcing bar is gear concrete plate position portion, is fixed on by sealing shaped steel above steel reinforcement cage original sealing shaped steel.
CN201620523923.XU 2016-06-02 2016-06-02 Prevent that underground continuous wall toplap from irritating " I -steel type " baffle that concrete streams Expired - Fee Related CN205662917U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620523923.XU CN205662917U (en) 2016-06-02 2016-06-02 Prevent that underground continuous wall toplap from irritating " I -steel type " baffle that concrete streams

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620523923.XU CN205662917U (en) 2016-06-02 2016-06-02 Prevent that underground continuous wall toplap from irritating " I -steel type " baffle that concrete streams

Publications (1)

Publication Number Publication Date
CN205662917U true CN205662917U (en) 2016-10-26

Family

ID=57159031

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620523923.XU Expired - Fee Related CN205662917U (en) 2016-06-02 2016-06-02 Prevent that underground continuous wall toplap from irritating " I -steel type " baffle that concrete streams

Country Status (1)

Country Link
CN (1) CN205662917U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105970915A (en) * 2016-06-02 2016-09-28 中铁隧道集团二处有限公司 I-shaped steel type baffle capable of preventing over-filling and detouring-flow of concrete from underground diaphragm wall top

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105970915A (en) * 2016-06-02 2016-09-28 中铁隧道集团二处有限公司 I-shaped steel type baffle capable of preventing over-filling and detouring-flow of concrete from underground diaphragm wall top

Similar Documents

Publication Publication Date Title
CN204266590U (en) Sump, hoistway formwork bed die anti-floating system
CN201738443U (en) Prefabricated concrete double-overlapping beam
CN205012651U (en) Novel side wall unilateral formwork system of underground space
CN208965714U (en) A kind of prefabricated piping lane main frame structure of assembly concrete
CN111608662B (en) Shaft oversized-diameter integral moving metal template
CN104863370A (en) Integrated forming and rapid splicing technology for steel bar net
CN205662917U (en) Prevent that underground continuous wall toplap from irritating " I -steel type " baffle that concrete streams
CN205382488U (en) Water conservancy project concrete dam body job -specific formwork
CN108316513A (en) A kind of rapid construction assembly of shear wall structure and its construction method
CN106168023A (en) Diaphram wall steel reinforcement cage segmental hoisting method of attachment under low clearance operating condition
CN102041806A (en) Construction method for inserting steel column in bored pile
CN109811787A (en) It is a kind of to use the additional elevator structure of pin-connected panel foundation precast elements and its construction method
CN203559431U (en) Precast guide wall of underground diaphragm wall
CN104153451A (en) Construction method for installing concrete pipeline through prefabricated supporting block
CN107142954A (en) The steel lifted trunk Lift-on/Lift-off System and its hanging method of a kind of integral hoisting
CN209443765U (en) A kind of steel form of the pouring after settlement shear wall for banketing in advance
CN104669434A (en) Construction method of large reinforced concrete prefabricated column and beam lifting auxiliary embedded part
CN208759772U (en) Canopy and its precast reinforced concrete frame beam are poured after one kind
CN204174527U (en) The hollow pier stud syndeton of a kind of bridge prefabrication
CN207891904U (en) A kind of prefabricated basic component of additional elevator of existing building
CN201730626U (en) Concrete casting sliding die of flat hole of tunnel
CN109763658A (en) A kind of support device and its construction method for arrangement material distributing machine in elevator
CN105970915A (en) I-shaped steel type baffle capable of preventing over-filling and detouring-flow of concrete from underground diaphragm wall top
CN211117960U (en) Main jacking device for pipe jacking construction
CN204780928U (en) Major diameter bored concrete pile concrete first set groundwater increment controlling means

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20161026

Termination date: 20200602

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