CN207048305U - Shear force wall piece together template bearing structure - Google Patents
Shear force wall piece together template bearing structure Download PDFInfo
- Publication number
- CN207048305U CN207048305U CN201721021398.2U CN201721021398U CN207048305U CN 207048305 U CN207048305 U CN 207048305U CN 201721021398 U CN201721021398 U CN 201721021398U CN 207048305 U CN207048305 U CN 207048305U
- Authority
- CN
- China
- Prior art keywords
- connecting elements
- main body
- back cord
- steel
- bearing diagonal
- 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
Links
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims description 35
- 239000010959 steel Substances 0.000 claims description 35
- 238000009415 formwork Methods 0.000 claims description 14
- 239000002023 wood Substances 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 5
- 230000009467 reduction Effects 0.000 abstract description 3
- 230000007306 turnover Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 7
- 239000011150 reinforced concrete Substances 0.000 description 5
- 238000009416 shuttering Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model provides a shear force wall piece together template bearing structure, includes stupefied main part of the back of the body, bearing diagonal, connecting elements and returns the top trip top, the middle part of stupefied main part of the back of the body is equipped with the rectangular shape through-hole of laying along stupefied main part central line, it fixes at the concrete floor face to return the top trip top, the one end of bearing diagonal and connecting elements articulates respectively at the upper and lower both ends of stupefied main part of the back of the body, install sleeve pipe and support groove on the other end of connecting elements, connecting elements passes through the sleeve pipe suit on the adjusting nut that returns the top trip top for the one end and the adjusting nut linkage of connecting elements, the other end cartridge of bearing diagonal is in support inslot is spacing. The utility model discloses the instrument is applicable to the bracing reinforcement system that adopts the reinforced shear force wall of piecing together template and frame post scattered, and is reliable and stable, reduces site quality hidden danger widely, improves the engineering quality, and circulated turnover utilizes simultaneously, and easy dismounting improves work efficiency, has reached energy-conserving, consumption reduction's effect.
Description
Technical field
It the utility model is related to a kind of shear wall and dissipate spelling formwork support structure.
Background technology
With expanding economy, commercial residential buildings are mostly shear wall structure, perpendicularity, flatness after its concrete forming etc.
Actual measurement index is directly related to construction quality requirement, and clear-water concrete metope can remove coat of plaster, therefore quality and energy-conserving and environment-protective from
Closely bound up, as popularization of the all-steel big shuttering when index bed is constructed uses, wall finished product effect quality is relatively preferable, but makees
The privileged sites such as nonstandard layer and basement for residential building bottom, and the project still spelled wooden model using dissipating and carry out index bed construction
For, its wall body vertical degree and flatness are always to survey the emphasis of actual quantities concern, also directly affect next process construction
And the link such as household acceptance is smoothed out.
At present, the all-steel big shuttering used in some projects is to divide tandem to be flowed with horizontal member using vertical member
Water is constructed, therefore the big supporting diagonal brace of punching block can dismount at any time on the floor for not setting up full hall frame.But scattered wooden model of spelling is used to apply
For the project of work and position, vertical member is installed simultaneously with horizontal member template and casting concrete, has been set up in full hall frame
Into afterwards, if using shaping tool formula diagonal brace, when shear wall formwork is removed, diagonal brace can not remove allocation and transportation, and generally do
It is connected in method using steel pipe with full hall frame, the mode to be returned back to top with wall form with trip top carries out diagonal brace, to the steady of full hall frame 8
It is qualitative to impact, while diagonal brace steel pipe can only return back to top a point with wall form, to by wall form fix stably, then need
Will be returned back to top measure using more steel pipes, cause the reduction of worker's work efficiency, and waste of material is serious, therefore how that tool-type is oblique
It is another to be solved problem at present that support body system plays template back arris and the effect of the foot of a wall spillage closure simultaneously.And at present in reality
In the construction of border, also exist and easily shift during shear wall concrete placings, rise mould, quick-fried mould, concrete placings leakiness, the foot of a wall spillage
And finished product perpendicularity it is unqualified the problems such as.
Utility model content
The purpose of this utility model is that providing one kind is applied to dissipate spelling template item, pacifies and tear convenient, raising work efficiency open, improve
Construction quality, the scattered spelling formwork support structure of shear wall that turnover utilizes can be circulated.
Following technical scheme is used to achieve the above object：
A kind of shear wall, which dissipates, spells formwork support structure, including back cord main body, bearing diagonal, connecting elements and the trip top that returns back to top, institute
The middle part for stating back cord main body is provided with the long stripes through hole laid along back cord main body center line, and the trip top that returns back to top is fixed on concrete building
Plate face, one end of the bearing diagonal and connecting elements are respectively hinged at the upper and lower ends of back cord main body, the connecting elements it is another
Sleeve pipe and support slot are installed, the connecting elements is sleeved on by sleeve pipe on the adjusting nut on the trip top that returns back to top on one end so that
One end of connecting elements is linked with adjusting nut, and the other end of the bearing diagonal is inserted into spacing in the support slot.
The upper and lower ends of the back cord main body are provided with pin-and-hole in long stripes through hole, and the one of the bearing diagonal and connecting elements
End is arranged in the pin-and-hole by bearing pin.
The bottom of the back cord main body is fixed with presser feet square steel with dissipating to spell on template opposite face, the presser feet square steel is spelled with dissipating
The presser feet wood a tree, used in making timber for boats connection of template bottom.
The back cord main body and connecting elements include both sides' steel and the square steel for welding together both sides' steel both ends, the company
The support slot of connection member is surrounded by being welded on the baffle plate of both sides' steel one end bottom, both sides' steel and being welded on the square steel of end.
During due to pouring walls concrete, walls concrete lateral pressure to caused by the template of bottom is maximum, therefore the present apparatus
It is mainly used in the Screw arbor with nut at both-ends of reinforcement walls bottom four, and the presser feet square steel of bearing diagonal itself can prevent the foot of a wall spillage, while can also prevent
Only concrete lateral pressure is to lateral displacement caused by diagonal brace bottom, original Screw arbor with nut at both-ends when the present apparatus is reinforced using wall form
The present apparatus is fixed, the present apparatus, which can both make diagonal brace, can also be used as the vertical back cord of wall reinforcement, in formwork reinforcement once
Shaping, solve and shift during shear wall concrete placings, rise mould, quick-fried mould, the problems such as the foot of a wall spillage and unqualified finished product perpendicularity,
Ensure that concreting is closely knit, reach clear-water concrete requirement.
The advantages of the utility model patent, is analyzed as follows：
1st, the present apparatus uses assembled component, is set up when assembly is with dismantling with support for shuttering and wall form can be carried out simultaneously,
Simple operation；
2nd, bearing diagonal, connecting elements and back cord main body are using square steel as main material, and its component strength is than traditional steel
More preferably, and bearing diagonal covers the maximum position of shear wall formwork lateral pressure to pipe diagonal brace, and bearing diagonal can also add as template simultaneously
Gu vertical back cord keel, it can arrange in pairs or groups and build the use of the reinforcement systems such as mould bases in conjunction；
3rd, the presser feet square steel of the present apparatus has the measure of the foot of a wall mortar leakage prevention, and the lifting to concrete finished product quality has certain
Effect, solves vertical structure common fault of concrete quality；
4th, the present apparatus is reusable, has preferable vertical formwork integrated support to act on, and the mould that can effectively prevent from rising, quick-fried
Mould, ensure walls concrete perpendicularity.
In summary, the utility model patent is a kind of shear wall and frame column for being applied to spell formwork reinforcement using dissipating
Diagonal brace reinforcement system, it is reliable and stable, quality in site hidden danger is greatly reduced, improves construction quality, while recyclable turnover utilizes,
Convenient disassembly, operating efficiency is improved, reached energy-conservation, the effect of consumption reduction.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of the utility model back cord main body.
Fig. 3 is the structural representation of the utility model bearing diagonal.
Fig. 4 is the structural representation of the utility model connecting elements.
Fig. 5 is that the utility model spells the structural representation after template is connected with dissipating.
In accompanying drawing, 1- bearing diagonals；11- bearing pins；2- back cord main bodys；21- long stripes through holes；3- connecting elements；31- sleeve pipes；
32- support slots；4-, which returns back to top, swims top；5- presser feet square steel；6- reinforced concrete shear walls；7-, which dissipates, spells template；The full hall framves of 8-.
Embodiment
Describe the structure and embodiment of the present apparatus in detail below in conjunction with the accompanying drawings.
As shown in Fig. 1 to 5, a kind of shear wall, which dissipates, spells formwork support structure, including back cord main body 2, bearing diagonal 1, connection structure
Part 3 and the trip top 4 that returns back to top, the middle part of the back cord main body 2 are provided with being laid along the center line of back cord main body 2, convenient dissipate and spelled in template
The long stripes through hole 21 that Screw arbor with nut at both-ends passes through, the trip top 4 that returns back to top are fixed on concrete building plate face, the back cord main body 2 it is upper
Lower both ends are provided with pin-and-hole in long stripes through hole 21, and one end of the bearing diagonal 1 and connecting elements 3 is arranged on institute by bearing pin 11
State in pin-and-hole, sleeve pipe 31 and support slot 32 are installed on the other end of the connecting elements 3, the connecting elements 3 passes through sleeve pipe
31 are sleeved on the adjusting nut on the trip top 4 that returns back to top so that one end of connecting elements 3 is linked with adjusting nut, the bearing diagonal 1
The other end is inserted into spacing in the support slot 32.The bottom of the back cord main body 2 is scattered with being fixed with the scattered spelling opposite face of template 7
Spell the presser feet square steel 5 of template bottom presser feet wood a tree, used in making timber for boats connection.The back cord main body 2 and connecting elements 3 include both sides' steel and by both sides
The square steel that steel both ends weld together, the interval of the long stripes through hole 21 at the middle part of back cord main body 2 steel by both party are formed, the connection
The support slot of component 3 is surrounded by being welded on the baffle plate of both sides' steel one end bottom, both sides' steel and being welded on the square steel of end.
Specific construction step：
1st, position, the position laid according to design software to the present apparatus are reinforced according to 6 clear and definite diagonal brace of reinforced concrete shear wall
Put, be spaced, fixed position carries out primary Calculation and positioning, it is proposed that being spaced for reinforced concrete shear wall 6 of the wall length more than 3m
1350mm carries out positioning setting, can be first each to the present apparatus if reinforced concrete shear wall 6 of the present apparatus for special size
The size of component, which is adjusted, to be designed and carries out forcing checking, to meet the use function of the present apparatus；
2nd, in scattered spelling template 7 reinforcing to reinforced concrete shear wall 6, according to shown in Fig. 5, back cord main body 2 is close to
Dissipate and spell the horizontal direction main joist of template 7 so that dissipate the Screw arbor with nut at both-ends spelled in template 7 and passed through from long stripes through hole 21, then will be with
The presser feet square steel 5 that back cord main body 2 connects is placed in dissipate to spell abuts shear wall presser feet wood a tree, used in making timber for boats between template 7 and back cord main body 2, prevents wall
Root spillage, then backing plate and nut are arranged on Screw arbor with nut at both-ends back cord main body 2 is linked to be entirety with dissipating spelling template 7；
3rd, the trip that will return back to top is pushed up 4 and is fixed on concrete floor, then cuts with scissors one end of bearing diagonal 1 and connecting elements 3 respectively
The upper and lower ends of back cord main body 2 are connected on, the other end of connecting elements 3 is sleeved on by sleeve pipe 31 to return back to top on trip top 4, and supports
On the adjusting nut for returning back to top trip top 4, the support slot 32 of the other end insertion connecting elements 3 of bearing diagonal 1 is interior and passes through baffle plate
It is spacing in support slot 32；
4th, returned back to top according to the adjustment of wall body vertical degree and swim the adjusting nut on top 4, adjust template wall perpendicularity；
5th, after the completion of concreting, first unscrew the trip top 4 that returns back to top, then extract sleeve pipe 31, by bearing diagonal 1 and connection structure
Part 3 is removed, and finally when removing wall form, removes the component of back cord main body 2.
Above-mentioned is preferred embodiment of the present utility model, but those skilled in the art should be understood that and not depart from
In the spirit and scope of the present utility model that appended claims are limited, the utility model is made in form and details
The various change gone out, belongs to the scope of protection of the utility model.
Claims (4)
1. a kind of shear wall, which dissipates, spells formwork support structure, it is characterised in that：Including back cord main body, bearing diagonal, connecting elements and return
Top trip top, the middle part of the back cord main body are provided with the long stripes through hole laid along back cord main body center line, and the trip top that returns back to top is fixed
On concrete floor, one end of the bearing diagonal and connecting elements is respectively hinged at the upper and lower ends of back cord main body, the company
Sleeve pipe and support slot are installed, the connecting elements is sleeved on the regulation spiral shell on the trip top that returns back to top by sleeve pipe on the other end of connection member
On mother so that one end of connecting elements is linked with adjusting nut, and the other end of the bearing diagonal, which is inserted into the support slot, to be limited
Position.
2. shear wall according to claim 1, which dissipates, spells formwork support structure, it is characterised in that：Above and below the back cord main body
Both ends are provided with pin-and-hole in long stripes through hole, and one end of the bearing diagonal and connecting elements is arranged on the pin-and-hole by bearing pin
In.
3. shear wall according to claim 2, which dissipates, spells formwork support structure, it is characterised in that：The bottom of the back cord main body
With being fixed with presser feet square steel on scattered spelling template opposite face, the presser feet wood a tree, used in making timber for boats that the presser feet square steel spells template bottom with dissipating is connected.
4. the shear wall according to one of claims 1 to 3, which dissipates, spells formwork support structure, it is characterised in that：The back cord master
Body and connecting elements include both sides' steel and the square steel for welding together both sides' steel both ends, and the support slot of the connecting elements is by welding
It is connected on the baffle plate of both sides' steel one end bottom, both sides' steel and is welded on the square steel of end and surrounds.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721021398.2U CN207048305U (en) | 2017-08-15 | 2017-08-15 | Shear force wall piece together template bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721021398.2U CN207048305U (en) | 2017-08-15 | 2017-08-15 | Shear force wall piece together template bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207048305U true CN207048305U (en) | 2018-02-27 |
Family
ID=61502860
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721021398.2U Expired - Fee Related CN207048305U (en) | 2017-08-15 | 2017-08-15 | Shear force wall piece together template bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207048305U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235927A (en) * | 2018-11-08 | 2019-01-18 | 中建四局第五建筑工程有限公司 | A kind of tool-type Sloping roof form bracing system |
| CN109723217A (en) * | 2019-02-22 | 2019-05-07 | 贵州黔航交通工程有限公司 | Concrete blinding reinforcing, extracting apparatus |
| CN116427707A (en) * | 2023-06-13 | 2023-07-14 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
-
2017
- 2017-08-15 CN CN201721021398.2U patent/CN207048305U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109235927A (en) * | 2018-11-08 | 2019-01-18 | 中建四局第五建筑工程有限公司 | A kind of tool-type Sloping roof form bracing system |
| CN109723217A (en) * | 2019-02-22 | 2019-05-07 | 贵州黔航交通工程有限公司 | Concrete blinding reinforcing, extracting apparatus |
| CN109723217B (en) * | 2019-02-22 | 2024-01-19 | 贵州黔航交通工程有限公司 | Concrete form reinforcing and extracting device |
| CN116427707A (en) * | 2023-06-13 | 2023-07-14 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
| CN116427707B (en) * | 2023-06-13 | 2023-08-18 | 山西建设投资集团有限公司 | Template strutting arrangement for building concrete placement construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180227 |