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 PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- support member
- horizontal support
- deformation joint
- semi
- connecting 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.)
- Withdrawn - After Issue
Links
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
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.
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 |
Family
ID=64639228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820462523.1U Withdrawn - After Issue CN208251617U (en) | 2018-04-03 | 2018-04-03 | A kind of deformation joint dual-shear force wall template assembling and disassembling device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208251617U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412191A (en) * | 2018-04-03 | 2018-08-17 | 中铁十局集团建筑安装工程有限公司 | A kind of deformation joint dual-shear force wall template assembling and disassembling device and method |
-
2018
- 2018-04-03 CN CN201820462523.1U patent/CN208251617U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108412191A (en) * | 2018-04-03 | 2018-08-17 | 中铁十局集团建筑安装工程有限公司 | A kind of deformation joint dual-shear force wall template assembling and disassembling device and method |
| CN108412191B (en) * | 2018-04-03 | 2023-08-22 | 中铁十一局集团建筑安装工程有限公司 | Deformation joint double shear wall template assembling and disassembling device and method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101597955A (en) | Safety scaffold | |
| CN106869368A (en) | A kind of assembling type steel structure external hanging type wallboard base-supporting attachment structure | |
| CN201521101U (en) | Safety scaffold | |
| CN110725597A (en) | Construction platform erection structure and method for ring beam at top of concrete silo | |
| CN208251617U (en) | A kind of deformation joint dual-shear force wall template assembling and disassembling device | |
| CN106869379A (en) | A kind of assembling type steel structure Side fascia subiculum upper hanging type attachment structure | |
| CN208396714U (en) | Supporting construction is adjusted in a kind of hollow concrete well unilateral side inner wall form | |
| CN206693612U (en) | A kind of raw-soil loam wall U-shaped resistance post and chute template system | |
| CN206070343U (en) | The pier prefabricated K supports of reinforced on a kind of tubular arch bridge arch | |
| CN210685158U (en) | Improve prefabricated side fascia of stability | |
| CN215594693U (en) | Steel pipe pull rod hollow ceramic archaized brick combined wall | |
| CN206971499U (en) | A kind of copper plate curtain wall system for being mounted in parallel plate | |
| CN206468030U (en) | A kind of isolated beam combined type faces bound defence rail | |
| CN214116678U (en) | Assembled fetal membrane | |
| CN215107329U (en) | Support platform for construction of overhanging concrete structure | |
| CN108412191A (en) | A kind of deformation joint dual-shear force wall template assembling and disassembling device and method | |
| CN213539408U (en) | Curtain wall mounting structure | |
| CN211396781U (en) | Assembled facility of having a rest temporarily | |
| CN210316538U (en) | Aluminum mold supporting system for floor lower extension lintel | |
| CN206016262U (en) | A kind of civil engineering building template link | |
| CN207526113U (en) | A kind of reinforcing mold of windowsill coping formwork | |
| CN107476200B (en) | Full-hall support staggered overlapping structure and method | |
| CN212897607U (en) | Tower type supporting truss | |
| CN206917125U (en) | A kind of assembled stair | |
| CN205894662U (en) | Modular triangle steel truss template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20181218 Effective date of abandoning: 20230822 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20181218 Effective date of abandoning: 20230822 |