CN205531343U - Wall post external corner template reinforcing apparatus - Google Patents
Wall post external corner template reinforcing apparatus Download PDFInfo
- Publication number
- CN205531343U CN205531343U CN201620063295.1U CN201620063295U CN205531343U CN 205531343 U CN205531343 U CN 205531343U CN 201620063295 U CN201620063295 U CN 201620063295U CN 205531343 U CN205531343 U CN 205531343U
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- back cord
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- corner
- nut
- plank sheathing
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- 230000003014 reinforcing effect Effects 0.000 title abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 80
- 239000010959 steel Substances 0.000 claims abstract description 80
- 238000009415 formwork Methods 0.000 claims description 17
- 230000000694 effects Effects 0.000 abstract description 4
- 239000007788 liquid Substances 0.000 abstract 1
- 230000000630 rising effect Effects 0.000 abstract 1
- 238000007493 shaping process Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The utility model provides a wall post external corner template reinforcing apparatus is including the stupefied body structure that sticiss two mutually perpendicular on the plank sheathing of external corner both sides and with two stupefied body structure fixed connection's connecting piece, wherein stupefied body structure includes along the even a set of back of the body that erects that sets up of plank sheathing surface stupefiedly and from down and go up fixed connection and violently carry on the back stupefiedly at a set of a set of pair of rectangle steel pipe that erects the stupefied outside of the back of the body. Two rectangle steel pipes are violently carried on the back the stupefied proximal end portion of leaning on and are located still to weld there is fixed angle steel, the stay bolt hole has all been opened on two faces that the fixed angle steel of plank sheathing both sides was parallel to each other, wear in external corner both sides fixed angle steel's stay bolt hole drawing the screw rod, it has the nut all to twist the both ends of drawing the screw rod to violently carry on the back the stupefied whole that connects into with two rectangle steel pipes of external corner both sides. The utility model provides a make full use of triangle -shaped principle atress is effectual, and it is firm to consolidate to strengthened the constraining effect to the corner template, concrete shaping quality has been guaranteed to the mould of avoiding rising, hourglass thick liquid.
Description
Technical field
This utility model relates to a kind of construction site wall column external angle formwork bracing means.
Background technology
At present construction site wall column external angle formwork is reinforced and commonly used traditional is arranged stupefied body structure outside external angle formwork, utilize stupefied body structure to tightly suppress template and reach consolidation effect, or the employing horizontal back cord of double square steel pipe adds the special HOOK BOLTS of external corner and the template of external corner both sides is reinforced by lockset.But can exist with both bracing means, reinforce loosely, easily rise mould, yielding, body of wall Forming Quality is poor, operates the shortcomings such as complicated and scattered accessory easily loss.
Utility model content
The utility model proposes a kind of wall column external angle formwork to add and be fixedly mounted with, tradition bracing means operation complexity will be solved, reinforce loosely, the mould that easily rises, yielding, problem that the poor and scattered accessory of body of wall Forming Quality is easily lost.
The technical solution of the utility model is as follows.
A kind of wall column external angle formwork bracing means, includes the orthogonal stupefied body structure of two be pressed on the plank sheathing of external corner both sides and two stupefied body structures is fixed the connector of connection；Wherein said stupefied body structure includes that one group be uniformly arranged along plank sheathing outer surface is erected back cord and is fixedly connected on one group of one group of horizontal back cord of double square steel pipe erected outside back cord from below to up.It is characterized in that:
The adjacent two horizontal back cords of double square steel pipe in described external corner both sides are arranged in same level；
The described horizontal back cord of double square steel pipe includes two parallel rectangular steel pipes and the one group of round steel being welded to connect between two rectangular steel pipes, and the horizontal back cord of double square steel pipe is also welded with fixing angle steel near end, the both sides of described fixing angle steel and the horizontal back cord of double square steel pipe surround an isosceles triangular structure；And adjacent two the fixing angle steel in external corner both sides have a pair side to be parallel to each other, described in all have between stay bolt hole, and two stay bolt holes on two sides being parallel to each other line by the gap between two rectangular steel pipes of the horizontal back cord of double square steel pipe；
Described connector includes Screw arbor with nut at both-ends and is screwed in the nut at Screw arbor with nut at both-ends two ends, and Screw arbor with nut at both-ends is through in the stay bolt hole of adjacent two the fixing angle steel in external corner both sides；The two ends of described Screw arbor with nut at both-ends are screwed with nut, and the horizontal back cord of double square steel pipe of external corner both sides is connected into entirety.
Preferably, described one group is erected back cord and includes being arranged on a corner of plank sheathing corner and erect back cord and the one group of metope being uniformly arranged along template face erects back cord.
Preferably, the corner of described plank sheathing corner both sides is erected back cord and is surrounded a right angle, and covers on the plank sheathing of corner both sides.
Preferably, described metope erects back cord is that C-type steel erects back cord or flitch erects back cord.
Preferably, back cord is erected in described corner is that flitch erects back cord.
Preferably, space is left between the adjacent two horizontal back cords of double square steel pipe in described plank sheathing corner both sides.
Preferably, it is provided with pad between described fixing angle steel and nut.
Compared with prior art this utility model has the characteristics that and beneficial effect.
1, newly to make full use of Triangle Principle stressed effect good in this practicality, and it is firm to reinforce.
2, this utility model reinforces wall column external angle formwork, strengthens the effect of contraction to corner formwork, it is to avoid the mould that rises, spillage, it is ensured that concrete formation quality.
3, this utility model simplifies the reinforcing operation of wall column external angle formwork, improves efficiency of construction.
Accompanying drawing explanation
Fig. 1 is this utility model schematic top plan view.
Fig. 2 is this utility model perspective view.
Fig. 3 is double square steel pipe of the present utility model horizontal back cord schematic diagram.
Fig. 4 is that this utility model fixes angle steel front schematic view.
Fig. 5 is that this utility model fixes angle steel side schematic view.
1-concrete wall, 2-plank sheathing, 3-metope erect back cord, back cord is erected in 4-corner, the horizontal back cord of 5-double square steel pipe, 6-nut, 7-pad, 8-fix angle steel, 9-Screw arbor with nut at both-ends, 10-round steel, 11-stay bolt hole
Detailed description of the invention:
If Fig. 1 is to shown in 5, this wall column external angle formwork bracing means, include the orthogonal stupefied body structure of two be pressed on external corner both sides plank sheathing 2 and two stupefied body structures are fixed the connector of connection；Wherein said stupefied body structure includes that one group be uniformly arranged along plank sheathing 2 outer surface is erected back cord and is fixedly connected on one group of one group of horizontal back cord of double square steel pipe 5 erected outside back cord from below to up.
The adjacent two horizontal back cords of double square steel pipe 5 in described external corner both sides are arranged in same level.
The described horizontal back cord of double square steel pipe 5 includes two parallel rectangular steel pipes and the one group of round steel 10 being welded to connect between two rectangular steel pipes, and the horizontal back cord of double square steel pipe 5 is also welded with fixing angle steel 8 near end, and the both sides of described fixing angle steel 8 and the horizontal back cord of double square steel pipe 5 surround an isosceles triangular structure；And adjacent two the fixing angle steel 8 in external corner both sides have a pair side to be parallel to each other, the line between stay bolt hole 11, and two stay bolt holes 11 is all had by the gap between 5 two rectangular steel pipes of the horizontal back cord of double square steel pipe on described two sides being parallel to each other.
Described connector includes Screw arbor with nut at both-ends 9 and is screwed in the nut 6 at Screw arbor with nut at both-ends 9 two ends, and Screw arbor with nut at both-ends 9 is through in the stay bolt hole 11 of adjacent two the fixing angle steel 8 in external corner both sides；The two ends of described Screw arbor with nut at both-ends 9 are all screwed with nut 6, and the horizontal back cord of double square steel pipe 5 of external corner both sides is connected into entirety.
In the present embodiment, described one group is erected back cord and includes being arranged on a corner of plank sheathing 2 corner and erect back cord 4 and the one group of metope being uniformly arranged along template face erects back cord 3.
In the present embodiment, the corner of described plank sheathing 2 corner both sides is erected back cord 4 and is surrounded a right angle, and covers on the plank sheathing 2 of external corner both sides.
In the present embodiment, it is that C-type steel erects back cord or flitch erects back cord that described metope erects back cord 3, and wherein the sectional dimension length × width x thickness degree of C-type steel is 60mm × 50mm × 2.5mm.
In the present embodiment, it is that flitch erects back cord that back cord 4 is erected in described corner.
In the present embodiment, leave the space of about 2cm between the horizontal back cord of double square steel pipe 5 that described plank sheathing corner both sides are adjacent, facilitate fine setting to tighten up.
In the present embodiment, the gap that the sectional dimension length × width x thickness degree of two rectangle steels of the described horizontal back cord of double square steel pipe 5 is between 50mm × 30mm × 2.5mm, and two rectangle steels is 25mm.
In the present embodiment, between described fixing angle steel 8 and nut 6, it is provided with pad 7.
In the present embodiment, described fixing angle steel 8 sectional dimension is L80mm × 80mm × 6mm.
This Shear Walls Side Template bracing means construction procedure is as follows.
Step one: install plank sheathing 2 according to the sideline of the concrete wall 1 that will pour during construction.
Step 2: flitch is set in the corner of the plank sheathing 2 set up and erects back cord, then along metope
The outer spaced set C-type steel of template erects back cord.
Step 3: install the horizontal back cord of double square steel pipe 5 outside perpendicular back cord.
Step 4: Screw arbor with nut at both-ends 9 is sequentially passed through the stay bolt hole 12 on adjacent two the fixing angle steel 8 in plank sheathing 2 external corner both sides.
Step 5: press Upper gasket 7 at two ends, nut 6 of screwing on, thus adjacent two horizontal back cords of double square steel pipe 5 of external corner both sides are connected adult.
The described horizontal back cord of double square steel pipe 5 is welded as a whole before construction with fixing angle steel 8.
Unclamping nut 6 during form removal successively, take off pad 7, extract Screw arbor with nut at both-ends 9 out, remove the horizontal back cord of double square steel pipe 5 the most successively, C-type steel erects back cord, flitch erects back cord, plank sheathing 2.
Claims (7)
1. a wall column external angle formwork bracing means, includes the orthogonal stupefied body structure of two be pressed on external corner both sides plank sheathing (2) and two stupefied body structures is fixed the connector of connection；Wherein said stupefied body structure includes that one group be uniformly arranged along plank sheathing (2) outer surface is erected back cord and is fixedly connected on the one group of one group of horizontal back cord of double square steel pipe (5) erected outside back cord from below to up；It is characterized in that: the adjacent two horizontal back cord of the double square steel pipes (5) in described external corner both sides are arranged in same level；
The horizontal back cord of described double square steel pipe (5) includes two parallel rectangular steel pipes and the one group of round steel (10) being welded to connect between two rectangular steel pipes, and the horizontal back cord of double square steel pipe (5) is also welded with fixing angle steel (8) near end, the both sides of described fixing angle steel (8) and the horizontal back cord of double square steel pipe (5) surround an isosceles triangular structure；And adjacent two the fixing angle steel (8) in external corner both sides have a pair side to be parallel to each other, the line between stay bolt hole (11), and two stay bolt holes (11) is all had by the gap between (5) two rectangular steel pipes of the horizontal back cord of double square steel pipe on described two sides being parallel to each other；
Described connector includes Screw arbor with nut at both-ends (9) and is screwed in the nut (6) at Screw arbor with nut at both-ends (9) two ends；
And Screw arbor with nut at both-ends (9) is through in the stay bolt hole (11) of adjacent two the fixing angle steel (8) in external corner both sides；The two ends of described Screw arbor with nut at both-ends (9) are all screwed with nut (6), and the horizontal back cord of the double square steel pipe (5) of external corner both sides is connected into entirety.
Wall column external angle formwork bracing means the most according to claim 1, it is characterised in that: described one group is erected back cord and includes being arranged on a corner of plank sheathing (2) corner and erect back cord (4) and the one group of metope being uniformly arranged along plank sheathing (2) face erects back cord (3).
Wall column external angle formwork bracing means the most according to claim 1, it is characterised in that: the corner of described plank sheathing (2) corner both sides is erected back cord (4) and is surrounded a right angle, and covers on plank sheathing (2) outer surface of corner both sides.
Wall column external angle formwork bracing means the most according to claim 2, it is characterised in that: it is that C-type steel erects back cord or flitch erects back cord that described metope erects back cord (3).
Wall column external angle formwork bracing means the most according to claim 2, it is characterised in that: it is that flitch erects back cord that back cord (4) is erected in described corner.
Wall column external angle formwork bracing means the most according to claim 1, it is characterised in that: leave space between the adjacent two horizontal back cord of the double square steel pipes (5) in described plank sheathing (2) corner both sides.
Wall column external angle formwork bracing means the most according to claim 1, it is characterised in that: it is provided with pad (7) between described fixing angle steel (8) and nut (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620063295.1U CN205531343U (en) | 2016-01-22 | 2016-01-22 | Wall post external corner template reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620063295.1U CN205531343U (en) | 2016-01-22 | 2016-01-22 | Wall post external corner template reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205531343U true CN205531343U (en) | 2016-08-31 |
Family
ID=56767851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620063295.1U Expired - Fee Related CN205531343U (en) | 2016-01-22 | 2016-01-22 | Wall post external corner template reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205531343U (en) |
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760484A (en) * | 2016-12-16 | 2017-05-31 | 佛山市中迅拓铝模科技有限公司 | Exterior frame column back cord, back cord system and back cord system construction method |
| CN106760515A (en) * | 2016-12-26 | 2017-05-31 | 田作民 | One kind building support bracket corner lockset and preparation method thereof |
| CN106948598A (en) * | 2017-05-19 | 2017-07-14 | 中建局集团建设发展有限公司 | A kind of aluminum alloy formwork system and its construction method for variable cross-section rectangular column |
| CN108316650A (en) * | 2018-03-22 | 2018-07-24 | 浙江谊科建筑技术发展有限公司 | A kind of ironware back cord corner connector |
| CN108487511A (en) * | 2018-03-12 | 2018-09-04 | 浙江双友物流器械股份有限公司 | A kind of wall body structure of integrated house |
| CN109372248A (en) * | 2018-10-31 | 2019-02-22 | 深圳市建工集团股份有限公司 | A kind of wall column formwork and its nodal wood type reinforcement means |
| CN109853944A (en) * | 2018-12-29 | 2019-06-07 | 河南科建建设工程有限公司 | Building frame structure square column circumference button formwork and its construction method |
| CN110145119A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type column mould reinforcement system |
| CN110439282A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | A kind of positioning plate hardened system and its construction method |
| CN110439274A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Trussing and construction method |
| CN111236647A (en) * | 2020-03-11 | 2020-06-05 | 安徽建工集团股份有限公司工程建设分公司 | Constructional column oblique split bolt and construction method of fixed template thereof |
| CN111622499A (en) * | 2020-05-15 | 2020-09-04 | 中亿丰建设集团股份有限公司 | Combined template for stiff steel column and construction method thereof |
| CN111719856A (en) * | 2020-05-29 | 2020-09-29 | 中建一局集团第三建筑有限公司 | Bare concrete construction formwork system and construction method thereof |
| CN111877752A (en) * | 2020-07-17 | 2020-11-03 | 北京住总第四开发建设有限公司 | Reinforcing system of building template and construction method thereof |
| CN113202222A (en) * | 2021-05-08 | 2021-08-03 | 重庆大学 | Construction method for assembled type superposed beam slab |
| CN113404014A (en) * | 2021-07-29 | 2021-09-17 | 中交（广州）建设有限公司 | Water gate pier wall end mold structure and construction method thereof |
| CN113668845A (en) * | 2021-08-23 | 2021-11-19 | 厦门卓毅建筑工程有限公司 | Back ridge connecting structure used between building outer wall corner and protruding part |
-
2016
- 2016-01-22 CN CN201620063295.1U patent/CN205531343U/en not_active Expired - Fee Related
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760484A (en) * | 2016-12-16 | 2017-05-31 | 佛山市中迅拓铝模科技有限公司 | Exterior frame column back cord, back cord system and back cord system construction method |
| CN106760515A (en) * | 2016-12-26 | 2017-05-31 | 田作民 | One kind building support bracket corner lockset and preparation method thereof |
| CN106948598A (en) * | 2017-05-19 | 2017-07-14 | 中建局集团建设发展有限公司 | A kind of aluminum alloy formwork system and its construction method for variable cross-section rectangular column |
| CN110145119A (en) * | 2018-02-12 | 2019-08-20 | 泰博混凝土模板与支撑（陕西）有限公司 | A kind of lightgage steel joist type column mould reinforcement system |
| CN108487511A (en) * | 2018-03-12 | 2018-09-04 | 浙江双友物流器械股份有限公司 | A kind of wall body structure of integrated house |
| CN108316650A (en) * | 2018-03-22 | 2018-07-24 | 浙江谊科建筑技术发展有限公司 | A kind of ironware back cord corner connector |
| CN110439282A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | A kind of positioning plate hardened system and its construction method |
| CN110439274A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Trussing and construction method |
| CN109372248A (en) * | 2018-10-31 | 2019-02-22 | 深圳市建工集团股份有限公司 | A kind of wall column formwork and its nodal wood type reinforcement means |
| CN109853944A (en) * | 2018-12-29 | 2019-06-07 | 河南科建建设工程有限公司 | Building frame structure square column circumference button formwork and its construction method |
| CN111236647A (en) * | 2020-03-11 | 2020-06-05 | 安徽建工集团股份有限公司工程建设分公司 | Constructional column oblique split bolt and construction method of fixed template thereof |
| CN111622499A (en) * | 2020-05-15 | 2020-09-04 | 中亿丰建设集团股份有限公司 | Combined template for stiff steel column and construction method thereof |
| CN111719856A (en) * | 2020-05-29 | 2020-09-29 | 中建一局集团第三建筑有限公司 | Bare concrete construction formwork system and construction method thereof |
| CN111877752A (en) * | 2020-07-17 | 2020-11-03 | 北京住总第四开发建设有限公司 | Reinforcing system of building template and construction method thereof |
| CN111877752B (en) * | 2020-07-17 | 2022-06-17 | 北京住总第四开发建设有限公司 | Reinforcing system of building template and construction method thereof |
| CN113202222A (en) * | 2021-05-08 | 2021-08-03 | 重庆大学 | Construction method for assembled type superposed beam slab |
| CN113404014A (en) * | 2021-07-29 | 2021-09-17 | 中交（广州）建设有限公司 | Water gate pier wall end mold structure and construction method thereof |
| CN113668845A (en) * | 2021-08-23 | 2021-11-19 | 厦门卓毅建筑工程有限公司 | Back ridge connecting structure used between building outer wall corner and protruding part |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 |