CN206957200U - Exempt from wall form bracing system of perforating - Google Patents
Exempt from wall form bracing system of perforating Download PDFInfo
- Publication number
- CN206957200U CN206957200U CN201720898845.6U CN201720898845U CN206957200U CN 206957200 U CN206957200 U CN 206957200U CN 201720898845 U CN201720898845 U CN 201720898845U CN 206957200 U CN206957200 U CN 206957200U
- Authority
- CN
- China
- Prior art keywords
- template
- perforating
- wall
- gap
- exempt
- 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.)
- Active
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses one kind to exempt from wall form bracing system of perforating, its drip irrigation device is to include at least two supporting surfaces, the supporting surface forms fenestral fabric by some template splicings, gap is bonded to each other or formed between adjacent template, transom and centre keel are provided with the outside of supporting surface, through-wall bolt is worn in gap, with nut secured fit between two transoms or two centre keels, the gap between adjacent through-wall bolt is packed with joint filling strip at the both ends of through-wall bolt.The utility model solves the flimsy problem of template during existing wall form support system use.
Description
Technical field
The realm of building construction is the utility model is related to, in particular, it is related to one kind and exempts from wall shuttering supporting body of perforating
System.
Background technology
At present, generally using perforated template panel and to drawing when most domestic engineering concrete wall is constructed using wooden model
Bolt system.Conventional wooden model construction shortcoming is obvious, and fragile after panel perforation, the number of turnover reduces, big for wood consumption,
The wasting of resources and environmental disruption can inevitably be caused.Can wooden model use rationally effective method reduction or keep away when constructing
Each unit in charge of construction's urgent problem will be turned into by exempting from form surfacing perforation.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is that providing one kind exempts from wall shuttering supporting of perforating
System, it reduces the damage to template by spliced system.
To achieve the above object, the utility model provides following technical scheme：One kind exempts from wall shuttering supporting body of perforating
System, including at least two supporting surfaces, the supporting surface form fenestral fabric by some template splicings, phase between adjacent template
Gap is mutually bonded or is formed, transom and centre keel is provided with the outside of supporting surface, through-wall bolt, through-wall bolt is worn in gap
Both ends with nut secured fit between two transoms or two centre keels, the gap between adjacent through-wall bolt is packed with
Stitch bar.
By using above-mentioned technical proposal, through-wall bolt is passed through to the gap of adjacent forms formation, will not be to template in itself
Cause to damage, recycle fixation of the cooperation realization of through-wall bolt, nut, transom and centre keel to template.This supporter
System reduces the destruction to template, improves the number of turnover of template, reduces lumber consumption, protect timber resources, plays
Protect the good effect of resource and environment.
Preferably, in horizontal direction, adjacent template is brought into close contact；On vertical direction, adjacent template formed it is described between
Gap.
By using above-mentioned technical proposal so that template splicing into overall structure it is neat uniform, the structure stress of formation
It is more stable, improve the stability of whole system.
Preferably, the bottom of the centre keel is provided with the rigid strutting piece for supporting centre keel.
By using above-mentioned technical proposal, good supporting role is played to centre keel, centre keel is reduced and directly supports
In the instable probability in ground.
Preferably, the rigid strutting piece is angle steel, the horizontal plane of the angle steel is placed in basic unit and for supporting perpendicular dragon
Bone, the vertical plane of the angle steel fit in template side.
By using above-mentioned technical proposal, the structure of angle steel is simple, and cost is low, and the horizontal plane of angle steel can be used in propping up
Centre keel is supportted, vertical plane is bonded with template can fill up the gap between template and basic unit, so as to be more beneficial for casting concrete.
Preferably, the both ends of the through-wall bolt are arranged with rigid pad, the rigid pad is located on the inside of the nut.
By using above-mentioned technical proposal, raising nut is connected the tightness to transom or centre keel with through-wall bolt.
Preferably, be arranged in through-wall bolt in the middle part of the rigid pad, both ends stretch out and are held on two transoms or two
Centre keel.
By using above-mentioned technical proposal, under the clamping at rigid pad both ends, avoid two transoms or two centre keels mutual
It is remote, so as to improve its structural stability.
In summary, the utility model has the advantages that compared to prior art：The utility model reduces pair
The destruction of template, improve the number of turnover of template, reduce lumber consumption, protect timber resources, play protection resource and
The good effect of environment.In addition, the utility model has constitutionally stable effect.
Brief description of the drawings
Fig. 1 is the structural representation of embodiment；
Fig. 2 is Fig. 1 A portions enlarged diagram；
Fig. 3 is Fig. 1 B portions enlarged diagram.
In figure：1st, template；2nd, transom；3rd, centre keel；4th, through-wall bolt；5th, nut；6th, angle steel；7th, rigid pad；8th, base
Layer；9th, joint filling strip.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
Embodiment：One kind exempts from the support system of wall form 1 of perforating, and for casting concrete structure, referring to Fig. 1, it includes
Two symmetrical supporting surfaces, supporting surface are spliced to form fenestral fabric by some templates 1, and template 1 is generally wooden model.In level
On direction, adjacent template 1 is brought into close contact；In the vertical direction, adjacent template 1 form gap.The outside of supporting surface is set
There are transom 2 and centre keel 3, transom 2 selects round steel pipe, and centre keel 3 selects square steel tube.Through-wall bolt 4 is worn in gap, is worn
The both ends of wall screw 4 are with the secured fit of nut 5 between two transoms 2.
Referring to Fig. 2, the inner side of nut 5 is provided with rigid pad 7, the rigid pad 7 is in mountain shape structure, and intermediate projections are easy to
Through-wall bolt 4 passes through, and both sides protrusion can form the clamping to transom 2 with the male cooperation of centre.
Gap between adjacent through-wall bolt 4 is packed with joint filling strip 9, and the joint filling strip 9 typically selects batten.
Referring to Fig. 3, angle steel 6 is provided with basic unit 8, the horizontal plane of angle steel 6 is placed in basic unit 8 and for supporting centre keel
3, the vertical plane of angle steel 6 fits in the side of template 1.
In addition, adjacent template 1 can also in the vertical direction be bonded to each other, form gap in the horizontal direction.
In the present embodiment, the size of each template 1 is consistent, so its formation is latticed more well-balanced, it is certainly, actual
In, the size of each template 1 can also be deviated, as long as overall structure is as described in the embodiment.
Described above is only preferred embodiment of the present utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, all technical schemes belonged under the utility model thinking belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, some improvement under the premise of the utility model principle is not departed from and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (6)
1. one kind exempts from wall form bracing system of perforating, it is characterised in that：Including at least two supporting surfaces, if the supporting surface by
Dry template (1) is spliced to form fenestral fabric, is bonded to each other or is formed gap, the outside of supporting surface between adjacent template (1)
Transom (2) and centre keel (3) are provided with, through-wall bolt (4) is worn in gap, nut (5) is used at the both ends of through-wall bolt (4)
For secured fit between two transoms (2) or two centre keels (3), the gap between adjacent through-wall bolt (4) is packed with joint filling strip
(9)。
2. according to claim 1 exempt from wall form bracing system of perforating, it is characterised in that：It is adjacent in horizontal direction
Template (1) is brought into close contact；On vertical direction, adjacent template (1) forms the gap.
3. according to claim 1 exempt from wall form bracing system of perforating, it is characterised in that：The bottom of the centre keel (3)
Portion is provided with the rigid strutting piece for supporting centre keel (3).
4. according to claim 3 exempt from wall form bracing system of perforating, it is characterised in that：The rigid strutting piece is angle
Steel (6), the horizontal plane of the angle steel (6) are placed in basic unit (8) and for supporting centre keel (3), the vertical plane of the angle steel (6)
Fit in template (1) side.
5. according to claim 1 exempt from wall form bracing system of perforating, it is characterised in that：The through-wall bolt (4)
Both ends are arranged with rigid pad (7), and the rigid pad (7) is located on the inside of the nut (5).
6. according to claim 5 exempt from wall form bracing system of perforating, it is characterised in that：In the middle part of the rigid pad (7)
It is arranged in through-wall bolt (4), both ends stretch out and are held on two transoms (2) or two centre keels (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720898845.6U CN206957200U (en) | 2017-07-22 | 2017-07-22 | Exempt from wall form bracing system of perforating |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720898845.6U CN206957200U (en) | 2017-07-22 | 2017-07-22 | Exempt from wall form bracing system of perforating |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206957200U true CN206957200U (en) | 2018-02-02 |
Family
ID=61381252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720898845.6U Active CN206957200U (en) | 2017-07-22 | 2017-07-22 | Exempt from wall form bracing system of perforating |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206957200U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057317A (en) * | 2018-10-12 | 2018-12-21 | 中国人民解放军63926部队 | A kind of Modularized aluminum alloy of spigot-and-socket-wood gang form system and its installation method |
| CN115126218A (en) * | 2022-06-25 | 2022-09-30 | 北京建工集团有限责任公司 | Supporting unit plate and supporting structure |
-
2017
- 2017-07-22 CN CN201720898845.6U patent/CN206957200U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109057317A (en) * | 2018-10-12 | 2018-12-21 | 中国人民解放军63926部队 | A kind of Modularized aluminum alloy of spigot-and-socket-wood gang form system and its installation method |
| CN115126218A (en) * | 2022-06-25 | 2022-09-30 | 北京建工集团有限责任公司 | Supporting unit plate and supporting structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201778338U (en) | Inner support system for outer wall formwork of basement | |
| CN206957200U (en) | Exempt from wall form bracing system of perforating | |
| CN103470026A (en) | Basement external wall single-face framework erecting system and construction method | |
| CN207419711U (en) | Steel plate shear force wall and the connection structure of steel bar girder floor plates | |
| CN206438529U (en) | Beam and slab type raft foundation formwork support structure | |
| CN203808293U (en) | Vertical connecting structure for prefabricated grid shear wall plate | |
| CN206016147U (en) | A kind of moistureproof steel structure concrete construction house | |
| CN212129218U (en) | Basement outer wall single face formwork system | |
| CN208830763U (en) | A kind of steel latticework support device of super-heavy component | |
| CN207609427U (en) | A kind of simple multispan formula tunnel inverted arch trestle structure | |
| CN207568164U (en) | A kind of socket joint type key slot type scaffold end branch stake tool | |
| CN215443097U (en) | Cave entrance shutoff formwork system | |
| CN203846777U (en) | Novel aluminum and wood secondary beam | |
| CN211899171U (en) | Steel bar truss floor support plate | |
| CN204059956U (en) | Steel wood composite keel | |
| CN206815778U (en) | A kind of construction platform for building sheet pile driving construction | |
| CN208564041U (en) | A kind of sets of brackets on top of the columns cap block angle steel reinforced system | |
| CN206189438U (en) | Area separates ground of wet function | |
| CN206289645U (en) | A kind of block water plate structure of Bridge Pier Construction | |
| CN202925908U (en) | Post-cast strip intercept concrete assembly | |
| CN106917498A (en) | A kind of Portable scaffold | |
| CN205330145U (en) | Bridging of scaffold | |
| CN204753402U (en) | Thoughtlessly congeal soil box roof beam manhole and seal module system all | |
| CN217420132U (en) | Green's watering wall body | |
| CN205935639U (en) | Ball -type concrete roof steel bar truss |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |