CN106545160A - A kind of outer wall template composite reinforcement system - Google Patents
A kind of outer wall template composite reinforcement system Download PDFInfo
- Publication number
- CN106545160A CN106545160A CN201510597531.8A CN201510597531A CN106545160A CN 106545160 A CN106545160 A CN 106545160A CN 201510597531 A CN201510597531 A CN 201510597531A CN 106545160 A CN106545160 A CN 106545160A
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- China
- Prior art keywords
- back cord
- template
- plate face
- main back
- dormant bolt
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Abstract
The present invention provides a kind of outer wall template composite reinforcement system, including template, main back cord, secondary back cord and dormant bolt；, towards concrete region to be poured, outside plate face is towards wall outer side for the inner side plate face of the template；The main back cord is pressed in secondary back cord in the outside plate face of template；Template, main back cord and secondary back cord are linked into an integrated entity by some dormant bolts.Template on exterior wall, secondary back cord, main back cord etc. are connected as an entirety by gadgets such as dormant bolt, pads by the outer wall template composite reinforcement system that the present invention is provided, lifted in work progress together, it is to avoid the probability that widget falls is while improve efficiency of construction.
Description
Technical field
The present invention relates to a kind of building structure construction gang form system, and in particular to a kind of outer
Wall form composite reinforcement system.
Background technology
In recent years, as China is energy-saving, energy-saving and emission-reduction for fundamental state policy popularization and
The raising of people's quality, the environmental consciousness and safety consciousness of people are all changing.Building
If in engineering, the accident accounting highest that falling object from high altitude is caused, resolve this problem be certain to
Unit of taking part in building brings huge direct and indirectly economic benefit, traditional exterior wall reinforcing side
The features such as there is easy to fall off, troublesome poeration in method, and simply flitch is used during tradition is reinforced
Nail is fastened in the thick templates of 1.5cm, there is the hidden danger that flitch falls after being used for multiple times,
The steel pipe that will be reinforced on the outside of flitch is all needed to be fastened on outside flitch one by one when reinforcing every time simultaneously
Side, sends the unexpected probability for coming off also very high in operating process.
The content of the invention
The purpose of the present invention is that outer wall template, flitch, steel pipe etc. are connected into an entirety,
A kind of outer wall template composite reinforcement system is provided specifically, with low energy consumption, low cost, construction
The characteristics of efficiency high, good safety.
The technical scheme adopted to realize the object of the invention is a kind of such, outer wall template
Composite reinforcement system, including template, main back cord, secondary back cord and dormant bolt.The template
Inner side plate face towards concrete region to be poured, outside plate face is towards wall outer side.Institute
State.
The outer panel face of the template has some main back cords being parallel to each other and some phases
Mutual parallel secondary back cord.The main back cord is two-tube back cord.The main back cord is by secondary back cord pressure
In the outside plate face of template.The main back cord is with secondary back cord in cross-shaped.
The dormant bolt is passed from the inner side plate face of template, and screw rod is through in the middle of main back cord
Bar hole.Perforation pad is through on screw rod, and screwing on nut makes perforation pad be pressed on the main back of the body
On stupefied.Template, main back cord and secondary back cord are linked into an integrated entity by some dormant bolts.
Further, described back cord is firmly fixed in mould under the effect of pressing of main back cord
In the plate face of plate.
Based on above-mentioned outer wall template composite reinforcement system, there is provided a kind of outer wall template composite reinforcement
The construction method of system, comprises the following steps：
1) according to design requirement, getting out dormant bolt hole and later stage reinforcing in template in advance needs
Screw rod hole；
2) dormant bolt is passed from the inner side plate face of template, template is laid in ground then
(inner side plate face is contacted with ground)；
3) some pieces back cords are parallel to each other and are placed in template, time vertical cloth of back cord per block
Put；
4) the main back cord that some pieces are parallel to each other is pressed on time back cord, and makes dormant bolt
Bar hole through in the middle of main back cord；The main back cord lateral arrangement per block；
5) perforation pad is penetrated on each dormant bolt, then screw on nut and tighten；
6) and then lift whole template (template, main back cord and secondary back cord link into an integrated entity) and put
In construction location.
The solution have the advantages that mathematical, outer wall mould in major structure of construction construction
Plate, flitch, steel pipe etc. belong to and face side and easily fall article, by dormant bolt, pad etc.
Outer wall template, secondary back cord, main back cord etc. are connected as an entirety by gadget, are being constructed
Lifted in journey together, it is to avoid the probability fallen is while improve efficiency of construction.
Description of the drawings
Horizontal cross-section schematic diagrams of the Fig. 1 for outer wall template composite reinforcement system；
Plan views of the Fig. 2 for outer wall template composite reinforcement system；
Fig. 3 is the connection diagram of dormant bolt, perforation pad and nut；
Side views of the Fig. 4 for Fig. 3.
In figure：Template 1, main back cord 2, secondary back cord 3, dormant bolt 4, perforation pad 5.
Specific embodiment
The invention will be further described with reference to the accompanying drawings and examples, but should not
It is interpreted as above-mentioned subject area of the invention and is only limitted to following embodiments.On without departing from the present invention
In the case of stating technological thought, according to ordinary skill knowledge and customary means, make
Various replacements and change, all should include within the scope of the present invention.
Referring to Fig. 1 and Fig. 2, a kind of outer wall template composite reinforcement system, including template 1, master
Back cord 2, secondary back cord 3 and dormant bolt 4.The inner side plate face of the template 1 is towards waiting to pour
Concrete region, outside plate face is towards wall outer side.Have in the plate face of the template 1
Some dormant bolt holes.
The outer panel face of the template 1 has some main back cords 2 being parallel to each other and some
The secondary back cord 3 that bar is parallel to each other.The main back cord 2 is two-tube back cord, i.e. the main back cord 2
It is made up of the first back cord and the second back cord that are parallel to each other；First back cord and the second back cord
Between have gap；Between some round steel are welded between first back cord and the second back cord
In gap.The main back cord 2 is pressed in secondary back cord 3 in the outside plate face of template 1.It is i.e. described
Template 1 is close in the side of secondary back cord 3, and opposite side is contacted with main back cord 2.The main back cord 2
With secondary back cord 3 in cross-shaped.In the present embodiment, the main back cord 2 is parallel to level
Face, secondary back cord 3 are arranged perpendicular to horizontal plane.
The dormant bolt 4 is passed from the inner side plate face of template 1, and screw rod passes through main back cord 2
Middle bar hole.Perforation pad 5 is through on screw rod, and screwing on nut makes perforation pad 5 tight
It is pressed on main back cord 2.By some dormant bolts 4 by template 1, main back cord 2 and secondary back cord
3 link into an integrated entity.
Specifically, when constructing at the scene, outer wall template also needs to add flitch and other tubing, together
Sample ground is connected in template 1 using dormant bolt 4, perforation pad 5 and nut.Pass through
The combination of each component, makes them connect into an entirety, and then once lifting can be completed
The installation of outer wall template.Not only avoid using the outer wall template composite reinforcement system of the present invention
The hidden danger of falling of widget, and improve efficiency of construction.
Based on above-mentioned outer wall template composite reinforcement system, there is provided a kind of outer wall template composite reinforcement
The construction method of system, comprises the following steps：
1) according to design requirement, getting out dormant bolt hole and later stage reinforcing in template in advance needs
Screw rod hole；
2) dormant bolt is passed from the inner side plate face of template, template is laid in ground then
(inner side plate face is contacted with ground)；
3) some pieces back cords are parallel to each other and are placed in template, time vertical cloth of back cord per block
Put；
4) the main back cord that some pieces are parallel to each other is pressed on time back cord, and makes dormant bolt
Bar hole through in the middle of main back cord；The main back cord lateral arrangement per block；
5) perforation pad is penetrated on each dormant bolt, then screw on nut and tighten；
6) and then lift whole template (template, main back cord and secondary back cord link into an integrated entity) and put
In construction location.
Claims (3)
1. a kind of outer wall template composite reinforcement system, it is characterised in that：Including template (1),
Main back cord (2), secondary back cord (3) and dormant bolt (4)；The inner side of the template (1)
, towards concrete region to be poured, outside plate face is towards wall outer side for plate face；The template
(1) there are in plate face some dormant bolt holes；
The outer panel face of the template (1) has some main back cords (2) being parallel to each other
With some secondary back cords (3) being parallel to each other；The main back cord (2) is two-tube back cord；Institute
State main back cord (2) secondary back cord (3) is pressed in the outside plate face of template (1)；The master
Back cord (2) is with secondary back cord (3) in cross-shaped；
The dormant bolt (4) is passed from the inner side plate face of template (1), and screw rod is passed through
Bar hole in the middle of main back cord (2)；Perforation pad (5) is through on screw rod, screws on nut
Perforation pad (5) is made to be pressed on main back cord (2)；Will by some dormant bolts (4)
Template (1), main back cord (2) and time back cord (3) link into an integrated entity.
2. a kind of outer wall template composite reinforcement system according to claim 1, its feature exist
In：Described back cord (3) is firmly fixed under the effect of pressing of main back cord (2)
In the plate face of template (1).
3. a kind of outer wall template composite reinforcement system according to claim 1, there is provided a kind of
The construction method of outer wall template composite reinforcement system, comprises the following steps：
1) get out in advance dormant bolt hole in template (1) and the later stage reinforce need to screw rod
Hole；
2) dormant bolt (4) is passed from the inner side plate face of template (1), then template
(1) it is laid in ground；
3) some pieces back cords (3) are parallel to each other and are placed in template (1), it is secondary per block
Back cord (3) is vertically arranged；
4) the main back cord (2) some pieces being parallel to each other is pressed on time back cord (3), and
Dormant bolt (4) is made through the bar hole in the middle of main back cord (2)；The main back cord (2) per block
Lateral arrangement；
5) perforation pad (5) is penetrated on each dormant bolt (4), nut is then screwed on simultaneously
Tighten；
And then the template (1) that entirely assembles of lifting is placed in construction location 6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510597531.8A CN106545160A (en) | 2015-09-18 | 2015-09-18 | A kind of outer wall template composite reinforcement system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510597531.8A CN106545160A (en) | 2015-09-18 | 2015-09-18 | A kind of outer wall template composite reinforcement system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106545160A true CN106545160A (en) | 2017-03-29 |
Family
ID=58362423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510597531.8A Pending CN106545160A (en) | 2015-09-18 | 2015-09-18 | A kind of outer wall template composite reinforcement system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106545160A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108868116A (en) * | 2018-07-27 | 2018-11-23 | 福建省中友俊建材科技有限公司 | A kind of construction aluminum alloy pattern plate |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2063139U (en) * | 1990-02-12 | 1990-10-03 | 青岛建筑机械厂 | Big shuttering made of plywood |
| CN101824908A (en) * | 2010-04-27 | 2010-09-08 | 中建七局第二建筑有限公司 | Shear wall large template and shear wall large template system |
| CN202925883U (en) * | 2012-09-10 | 2013-05-08 | 中国葛洲坝集团股份有限公司 | Large size wooden formwork surrounding purlin device |
| CN203080911U (en) * | 2012-12-26 | 2013-07-24 | 中国建筑第四工程局有限公司 | Inner formwork for concrete walls at deformation joint |
| CN104196230A (en) * | 2014-09-05 | 2014-12-10 | 中国人民武装警察部队水电第九支队 | Fast installation formwork and connection structure |
| CN204186068U (en) * | 2014-11-03 | 2015-03-04 | 北京城建北方建设有限责任公司 | Scissors wall building iron wood gang form |
| CN205000640U (en) * | 2015-09-18 | 2016-01-27 | 重庆合筑实业发展有限公司 | Outer wall mold sheet composition reinforcerment system |
-
2015
- 2015-09-18 CN CN201510597531.8A patent/CN106545160A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2063139U (en) * | 1990-02-12 | 1990-10-03 | 青岛建筑机械厂 | Big shuttering made of plywood |
| CN101824908A (en) * | 2010-04-27 | 2010-09-08 | 中建七局第二建筑有限公司 | Shear wall large template and shear wall large template system |
| CN202925883U (en) * | 2012-09-10 | 2013-05-08 | 中国葛洲坝集团股份有限公司 | Large size wooden formwork surrounding purlin device |
| CN203080911U (en) * | 2012-12-26 | 2013-07-24 | 中国建筑第四工程局有限公司 | Inner formwork for concrete walls at deformation joint |
| CN104196230A (en) * | 2014-09-05 | 2014-12-10 | 中国人民武装警察部队水电第九支队 | Fast installation formwork and connection structure |
| CN204186068U (en) * | 2014-11-03 | 2015-03-04 | 北京城建北方建设有限责任公司 | Scissors wall building iron wood gang form |
| CN205000640U (en) * | 2015-09-18 | 2016-01-27 | 重庆合筑实业发展有限公司 | Outer wall mold sheet composition reinforcerment system |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108868116A (en) * | 2018-07-27 | 2018-11-23 | 福建省中友俊建材科技有限公司 | A kind of construction aluminum alloy pattern plate |
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Application publication date: 20170329 |
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| RJ01 | Rejection of invention patent application after publication |