CN208251617U - A kind of deformation joint dual-shear force wall template assembling and disassembling device - Google Patents

A kind of deformation joint dual-shear force wall template assembling and disassembling device Download PDF

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Publication number
CN208251617U
CN208251617U CN201820462523.1U CN201820462523U CN208251617U CN 208251617 U CN208251617 U CN 208251617U CN 201820462523 U CN201820462523 U CN 201820462523U CN 208251617 U CN208251617 U CN 208251617U
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China
Prior art keywords
support member
horizontal support
deformation joint
semi
connecting plate
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CN201820462523.1U
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Chinese (zh)
Inventor
张文
卢杰
章艳平
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China Railway 11th Bureau Group Co Ltd
China Railway 11th Bureau Group Construction and Installation Engineering Co Ltd
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China Railway 11th Bureau Group Co Ltd
China Railway 11th Bureau Group Construction and Installation Engineering Co Ltd
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Priority to CN201820462523.1U priority Critical patent/CN208251617U/en
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Abstract

The utility model relates to building fields, more particularly to a kind of deformation joint dual-shear force wall template assembling and disassembling device, the shear wall formwork includes the form surfacing set on two sides inside deformation joint, the form surfacing inner wall is equipped with vertical back cord, the difference is that, the assembling and disassembling device includes: horizontal support member, the cross section of horizontal support member is ellipse and support of its long axis direction as the vertical back cord in two sides, comprising: two be oppositely arranged and both ends be equipped with fastener semi-circular tube, the rectangular block being located in the middle part of two semi-circular tubes, the cross connecting plate of fixation fastener is used for set on semi-circular tube both ends, it is horizontal on the cross connecting plate to be equipped with the through slot passed through for fastener;Temporary support is used for position level supporting element;Vertical connecting plate, for connecting the several groups horizontal support member having good positioning.The utility model reduces deformation joint inner template assembly and disassembly difficulty, improves construction quality, saves construction cost.

Description

A kind of deformation joint dual-shear force wall template assembling and disassembling device
Technical field
The utility model relates to building field more particularly to a kind of deformation joint dual-shear force wall template assembling and disassembling devices.
Background technique
Currently, shear wall is also known as wind-resistant wall or seismic structural wall, earthquake resistant wall, structural wall, wind load or ground are primarily subjected in house or structures The wall of horizontal loading caused by shake acts on, prevents structure shear from destroying;Vertical supporting member in building is mainly by wall When undertaking, this wall had both undertaken the vertical load that horizontal member transmits, while undertaking wind-force or level that geological process transmits Geological process, shear wall gain the name (earthquake resistant code is named as seismic structural wall, earthquake resistant wall) therefrom;
The existing increasingly raising with people to residence space and comfort level demand, the quickening of urbanization process, building Figure becomes increasingly complex, and volume is also increasing;In order to guarantee the safe handling of building, many buildings are generally required in design The deformation joints such as expansion joint, aseismatic joint, subsiding crack are set;For the building of Tall Shear Wall Structures, due to deformation joint width compared with It is small, therefore when deformation joint two sides shear wall is constructed simultaneously, inner side template installation and dismounting are just at the construction Difficulties at this; Filling cystosepiment is mostly used when previous construction or stitches the mold method that internal plug flitch is reinforced, but these methods easily cause seam Interior bulging moding shape, seam inner template can not remove phenomena such as clean, cause shear wall up and down faulting of slab ends, Forming Quality is poor, size is different The problems such as cause, makes the effect of deformation joint have a greatly reduced quality, and has seriously affected the normal safe handling of building;Therefore, after deformation joint The control for pouring shear wall construction quality becomes a big difficulty of construction;
In consideration of it, to overcome the above technological deficiency, providing a kind of deformation joint dual-shear force wall template assembling and disassembling device becomes this Field urgent problem to be solved.
Utility model content
The shortcomings that the purpose of the utility model is to overcome the prior arts provides a kind of deformation joint dual-shear force wall template dress Dismantling device reduces deformation joint inner template assembly and disassembly difficulty, improves construction quality, save construction cost.
In order to solve the above technical problems, a kind of the technical solution of the utility model are as follows: deformation joint dual-shear force wall template dress Dismantling device, the shear wall formwork include the form surfacing set on two sides inside deformation joint, and the form surfacing inner wall is equipped with perpendicular To back cord, the difference is that, the assembling and disassembling device includes: horizontal support member, and the horizontal support member is set to vertical back cord In and be vertically disposed several groups, the cross section of every group of horizontal support member is ellipse and its long axis direction is vertical as two sides The support of back cord comprising: two be oppositely arranged and both ends be equipped with fastener semi-circular tube, be located in the middle part of two semi-circular tubes Rectangular block, the cross connecting plate that fixation fastener is used for set on semi-circular tube both ends, horizontal be equipped with is used on the cross connecting plate In the through slot that fastener passes through;Temporary support, be used for position level supporting element, the temporary support horizontal support member into Horizontal support member both ends are set to when row positioning and its height is adjustable;Vertical connecting plate, it is horizontal for connecting the several groups having good positioning Supporting element, the vertical connecting plate is located at horizontal support member end and the vertical connecting plate is equipped with to match with fastener and be used for The through-hole that fastener passes through.
By above scheme, the fastener is set on semi-circular tube both ends and along the lateral spiral shell of semi-circular tube length direction extension Bar.
By above scheme, the temporary support includes: the supporting block for being used to support horizontal support member, is set to semi-circular tube two Side is used to fix the perforated baffle of horizontal support member, the bolt for fixing perforated baffle, is arranged in the vertical of supporting block vertically Screw rod, for connecting vertical screw rod and adjusting the sleeve of its height, the cushion block set on vertical screw rod bottom.
By above scheme, the top of the supporting block is equipped with the first groove and the second groove, and first groove is along horizontal The length direction setting of supporting element is for accommodating horizontal support member, second groove and the first groove is perpendicular opens for receiving Hole baffle.
By above scheme, the semi-circular tube is steel, and the rectangular block is wooden.
By above scheme, the rectangular block can be replaced according to deformation joint width.
By above scheme, the horizontal support member of the utility model substitutes lateral back cord, and increase is used to support and adjusts level Supporting element away from the temporary support for making horizontal support member be in designated position, is adjusting level using temporary support between the upper and lower After supporting element, vertical connecting plate replaces temporary support to connect and fix horizontal support member, solves deformation joint inner template dress It tears problem open, reduces deformation joint inner template assembly and disassembly difficulty, improve construction quality;The cross bolts of horizontal support member and cross with through slot The connection of rectangular block and semi-circular tube is not only realized to connecting plate, while realizing the company of horizontal support member and vertical connecting plate It connects, for horizontal support member instead of horizontal back cord, solid model and support can but be achieved the effect that by saving horizontal back cord, saved and be constructed into This, further, horizontal support member uses the combination of two semi-circular tubes and rectangular block, and rectangle wooden unit can be according to deformation joint width Replacement, makes horizontal support member be suitable for more deformation joints, and practicability is stronger;Semicircle steel pipe is single oval compared with the combination of flitch Steel pipe is firmer, and the middle section of oval steel pipe is substituted by flitch, more the saving energy and cost.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of horizontal support member in assembling and disassembling device;
Fig. 2 is the scheme of installation of horizontal support member;
Fig. 3 is the scheme of installation of temporary support;
Fig. 4 is the structural schematic diagram that assembling and disassembling device is installed;
Wherein: 1- horizontal support member (101- semi-circular tube, 102- rectangular block, 103- cross bolts, 104- cross connecting plate, 105- through slot), 2- temporary support (201- supporting block, 202- perforated baffle, 203- bolt, the vertical screw rod of 204-, 205- set Cylinder, 206- cushion block), the vertical connecting plate of 3-, the vertical back cord of 4-, 5- form surfacing, 6- shear wall.
Specific embodiment
In order to make the purpose of the utility model, technical solutions and advantages more clearly understood, with reference to the accompanying drawing and specifically Embodiment is described in further detail the utility model.It should be appreciated that specific embodiment described herein is only used to solve The utility model is released, is not used to limit the utility model.
Hereinafter, many aspects of the utility model will be more fully understood with reference to attached drawing.Component in attached drawing may not It is drawn to scale.Alternatively, it is preferred that emphasis is clearly demonstrate the component of the utility model.In addition, several views in the accompanying drawings In figure, identical appended drawing reference indicates corresponding part.
Word " exemplary " as used herein or " illustrative " expression are used as example, example or explanation.It retouches herein Stating any embodiment for " exemplary " or " illustrative " to be not necessarily to be construed as is preferred relative to other embodiment or has Benefit.All embodiments described below are illustrative embodiments, and providing these illustrative embodiments is to make Those skilled in the art are obtained to make and use embodiment of the disclosure and be expected to be not intended to limit the scope of the present disclosure, the disclosure Range is defined by the claims.In other embodiments, well known feature and method is described in detail so as not to obscure this Utility model.For purpose described herein, term " on ", "lower", "left", "right", "front", "rear", "vertical", "horizontal" and Its derivative words is related by the utility model oriented with such as Fig. 1.Moreover, have no intent to by above technical field, background technique, Any theoretical limitation expressed or implied provided in utility model content or detailed description below.It should also be clear that in the accompanying drawings Showing with specific device described in following discussion book and process is the utility model structure limited in the following claims The simple examples embodiment of think of.Therefore, specific size relevant to presently disclosed embodiment and other physical features are not Should be understood it is restrictive, unless claims are separately clearly stated.
In the utility model embodiment, shear wall formwork includes the form surfacing 5 set on two sides inside deformation joint, the mould 5 inner wall of plate face plate is equipped with vertical back cord 4;
Please refer to figs. 1 to 4, and the utility model is a kind of deformation joint dual-shear force wall template assembling and disassembling device comprising: if A dry group horizontal support member 1, for the temporary support 2 of position level supporting element 1, for connecting the several groups level branch having good positioning Support member 1;
The horizontal support member 1 is set in vertical back cord 4 and vertical array, and the cross section of every group of horizontal support member 1 is ellipse Round and support of its long axis direction as the vertical back cord 4 in two sides comprising: two are oppositely arranged and both ends are equipped with fastener Semi-circular tube 101, the rectangular block 102 for being located in two semi-circular tubes, 101 middle part are set to 101 both ends of semi-circular tube for fixed fastening The cross connecting plate 104 of part, it is horizontal on the cross connecting plate 104 to be equipped with the through slot 105 passed through for fastener;This is practical new In type embodiment, the fastener is set on 101 both ends of semi-circular tube and along the transverse screw of 101 length direction of semi-circular tube extension; Semi-circular tube 101 is steel, and rectangular block 102 is wooden and rectangular block 102 many sizes, can be carried out according to deformation joint width Select replacement;
The temporary support 2 is set to 1 both ends of horizontal support member when horizontal support member 1 is positioned and its height can It adjusts;Temporary support 2 includes: the supporting block 201 for being used to support horizontal support member 1, is used to fix water set on 101 two sides of semi-circular tube The perforated baffle 202 of flat supporting element 1, is arranged in the vertical of supporting block 201 at the bolt 203 for fixing perforated baffle 202 vertically Screw rod 204, for connecting vertical screw rod 204 and adjusting the sleeve 205 of its height, the cushion block set on vertical 204 bottom of screw rod 206;201 top of supporting block is recessed for accommodating the first of horizontal support member 1 equipped with the length direction setting along horizontal support member 1 Slot, 201 top of supporting block are additionally provided with perpendicular for accommodating the second groove of perforated baffle 202 with the first groove;First groove Width be less than cross connecting plate 104 width;
The vertical connecting plate 3 is located at 1 end of horizontal support member and the vertical connecting plate 3 is equipped with and matches with fastener The through-hole passed through for fastener.
In the assembling and disassembling device of the utility model embodiment, all modular constructions are symmetrical.
The construction procedure of the utility model deformation joint dual-shear force wall template assembling and disassembling device are as follows:
Step A: production technique supporting element 1: referring to FIG. 1, end has the semi-circular tube 101 of cross bolts 103 and has The cross connecting plate 104 of through slot 105 all first in steel mill's pre-production, specific size be designed by engineering practice and Checking computations;The suitable rectangular block 102 of size is chosen further according to deformation joint width, the flat one side of two semi-circular tubes 101 is set relatively Set and by 102 sandwiched of rectangular block wherein, the transverse screw of two 101 ends of semi-circular tube is penetrated into the logical of cross connecting plate 104 It in slot 105 and is secured with nuts, horizontal support member 1 completes;
Step B: horizontal support member 1 is put between the vertical back cord 4 in two sides and is fixed with temporary support 2, specific steps Are as follows:
Step B1: referring to FIG. 2, horizontal support member 1 is lifted into the top center of the vertical back cord 4 in deformation joint two sides, Then it is rotated by 90 ° and is put between the vertical back cord 4 in two sides, be rotated by 90 ° again when horizontal support member 1 reaches designated position with its length Support of the axis direction as the vertical back cord 4 in two sides;
Step B2: it prevents horizontal support member 1 from falling downwards using the supporting block 201 in temporary support 2 shown in Fig. 3, makes Horizontal support member 1 is located in the first groove of supporting block 201, and perforated baffle 202 is then set to 101 two sides of semi-circular tube and is embedded In the second groove of temporary support block 201, supporting block 201 is finally fixed in 202 end of perforated baffle using bolt 203 makes Horizontal support member 1 is clamped and fixed;
Step B3: vertical screw rod 204 is arranged in supporting block 201 vertically, vertical screw rod 204 is connected by sleeve 205;Most bottom Under temporary support guarantee the stabilization of bottom by vertical screw rod 204 and cushion block 206, when second horizontal support member 1 to be fixed, It first passes through vertical screw rod 204 and sleeve 205 and second supporting block 201 is connected with first, and adjustable height;
Step B4: step B1, B2, B3 are repeated and continues that horizontal support member 1 is installed, until all horizontal support members 1 install At;
Step C: referring to FIG. 4, after all horizontal support members 1 are installed, installation has the vertical connection of through-hole Plate 3 makes the transverse screw of 1 end of horizontal support member that all horizontal support members 1 be connected across through-hole, and vertical connecting plate 3 replaces Temporary support 2 is changed to connect and fix horizontal support member 1, vertical connecting plate 3 removes temporary support 2 after being installed;
Step D: start to pour after shear wall 6 template in two sides is installed in vertical 4 two sides installation template panel 5 of back cord Build the concrete of shear wall 6, floor;
Step E: after concrete reaches some strength, remove vertical connecting plate 3, horizontal support member 1, vertical back cord 4 and Form surfacing 5, deformation joint shear wall 6 form, the specific steps are that: vertical connecting plate 3 is first removed, exits transverse screw perpendicular To the through-hole of connecting plate 3;Then all horizontal support members 1 for utilizing force of sliding friction to become force of rolling friction will be rotated by 90 ° And it is hung out from back cord 4 vertical in template seam one by one;Finally remove vertical back cord 4 and form surfacing 5, deformation joint shearing Wall 6 forms.
The advantages of the utility model are as follows:
1) horizontal support member 1 does not use elliptic steel pipe directly, but with two semicircle steel pipes in conjunction with rectangular timber, rectangle The size of the lumps of wood can make horizontal support member 1 be suitable for more deformation joints according to deformation joint width adjusting, and practicability is stronger;Semicircle Steel pipe single elliptic steel pipe compared with the combination of flitch is firmer, and the middle part of oval steel pipe is substituted by flitch Point, more the saving energy and cost;
2) cross bolts 103 of horizontal support member 1 and the cross connecting plate 104 with through slot 105 not only realize rectangle side The connection of block 102 and semi-circular tube 101, while the connection of horizontal support member 1 and vertical connecting plate 3 is realized, not only realize skill Connection in art and cost is saved;Horizontal support member 1 instead of horizontal back cord, save horizontal back cord but and can reach solid model and The effect of support saves the cost of horizontal back cord.
The above content is combine specific embodiment further detailed description of the utility model, and it cannot be said that The specific implementation of the utility model is only limited to these instructions.For the utility model person of an ordinary skill in the technical field For, without departing from the concept of the premise utility, a number of simple deductions or replacements can also be made, all should be considered as belonging to In the protection scope of the utility model.

Claims (6)

1. a kind of deformation joint dual-shear force wall template assembling and disassembling device, the shear wall formwork includes being set to two sides inside deformation joint Form surfacing, the form surfacing inner wall are equipped with vertical back cord, which is characterized in that the assembling and disassembling device includes:
Horizontal support member, the horizontal support member are set in vertical back cord and are vertically disposed several groups, and every group horizontally-supported The cross section of part is ellipse and support of its long axis direction as the vertical back cord in two sides comprising: two are oppositely arranged and two End is equipped with the semi-circular tube of fastener, the rectangular block being located in the middle part of two semi-circular tubes, is set to semi-circular tube both ends for fixed tight The cross connecting plate of firmware, it is horizontal on the cross connecting plate to be equipped with the through slot passed through for fastener;
Temporary support, is used for position level supporting element, and the temporary support is set to water when horizontal support member is positioned Flat supporting element both ends and its height is adjustable;
Vertical connecting plate, for connecting the several groups horizontal support member having good positioning, the vertical connecting plate is located at horizontal support member End and the vertical connecting plate, which are equipped with, matches the through-hole passed through for fastener with fastener.
2. deformation joint dual-shear force wall template assembling and disassembling device according to claim 1, it is characterised in that: the fastener is Set on semi-circular tube both ends and along the transverse screw of semi-circular tube length direction extension.
3. deformation joint dual-shear force wall template assembling and disassembling device according to claim 1, it is characterised in that: the temporary support Part include: the supporting block for being used to support horizontal support member, set on semi-circular tube two sides be used for fix horizontal support member perforated baffle, For fix perforated baffle bolt, vertically be arranged in supporting block vertical screw rod, for connect vertical screw rod and adjust its height The sleeve of degree, the cushion block set on vertical screw rod bottom.
4. deformation joint dual-shear force wall template assembling and disassembling device according to claim 3, it is characterised in that: the supporting block Top is equipped with the first groove and the second groove, and first groove is arranged along the length direction of horizontal support member for accommodating level Supporting element, second groove and the first groove are perpendicular for accommodating perforated baffle.
5. deformation joint dual-shear force wall template assembling and disassembling device according to claim 1, it is characterised in that: the semi-circular tube is Steel, the rectangular block are wooden.
6. deformation joint dual-shear force wall template assembling and disassembling device according to claim 5, it is characterised in that: the rectangular block It can be replaced according to deformation joint width.
CN201820462523.1U 2018-04-03 2018-04-03 A kind of deformation joint dual-shear force wall template assembling and disassembling device Active CN208251617U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820462523.1U CN208251617U (en) 2018-04-03 2018-04-03 A kind of deformation joint dual-shear force wall template assembling and disassembling device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820462523.1U CN208251617U (en) 2018-04-03 2018-04-03 A kind of deformation joint dual-shear force wall template assembling and disassembling device

Publications (1)

Publication Number Publication Date
CN208251617U true CN208251617U (en) 2018-12-18

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Country Status (1)

Country Link
CN (1) CN208251617U (en)

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