CN205000640U - Outer wall mold sheet composition reinforcerment system - Google Patents
Outer wall mold sheet composition reinforcerment system Download PDFInfo
- Publication number
- CN205000640U CN205000640U CN201520728032.3U CN201520728032U CN205000640U CN 205000640 U CN205000640 U CN 205000640U CN 201520728032 U CN201520728032 U CN 201520728032U CN 205000640 U CN205000640 U CN 205000640U
- Authority
- CN
- China
- Prior art keywords
- back cord
- template
- main back
- stupefied
- main
- 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
- 230000002787 reinforcement Effects 0.000 claims description 15
- 239000002131 composite material Substances 0.000 claims description 14
- 230000000694 effects Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 13
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The utility model provides an outer wall mold sheet composition reinforcerment system, including template, the stupefied and countersink bolt of main stupefied, the inferior back of the body of the back of the body, the interior plate every detail of template is to waiting that the concrete of pouring is regional, and the outer panel every detail is to the wall body outside, the main back of the body stupefied with the stupefied pressure of the inferior back of the body on the face of the outside of template, through a plurality of countersink bolt with template, stupefied the linking into an integrated entity of the main stupefied and inferior back of the body of the back of the body. The utility model provides an outer wall mold sheet composition reinforcerment system passes through stupefied etc. The connection of stupefied, the main back of the body of template, the inferior back of the body of iridescents such as countersink bolt, gasket on with the outer wall to be a whole, hoists together in the work progress, and the possibility of having avoided the widget to fall has improved the efficiency of construction simultaneously.
Description
Technical field
The utility model relates to a kind of building structure construction gang form system, is specifically related to a kind of outer wall template composite reinforcement system.
Background technology
In recent years, along with China save energy and reduce the cost, energy-saving and emission-reduction for the popularization of fundamental state policy and the raising of people's quality, the environmental consciousness of people and awareness of safety are all changing.In construction project, the accident accounting that falling object from high altitude causes is the highest, resolve this problem to be certain to bring huge directly and indirectly economic benefit to unit of taking part in building, exist in traditional exterior wall reinforcement means easily come off, the feature such as troublesome poeration, and flitch nail is just fastened in the thick template of 1.5cm in reinforcing by tradition, the hidden danger that flitch falls is there is after repeatedly using, during each reinforcing all need the steel pipe reinforced outside flitch to be fastened on one by one outside flitch, the possibility sending accidental in operating process is also very high simultaneously.
Summary of the invention
The purpose of this utility model is that outer wall template, flitch, steel pipe etc. are connected into an entirety, specifically provides a kind of outer wall template composite reinforcement system, has low energy consumption, low cost, efficiency of construction is high, feature that safety is good.
The technical scheme adopted for realizing the utility model object is such, and a kind of outer wall template composite reinforcement system, comprises template, main back cord, secondary back cord and dormant bolt.The interior plate face of described template is towards concrete region to be built, and outer panel face is towards wall outer side.The plate face of described template have some dormant bolt holes.
The main back cord that the outer panel mask of described template has some to be parallel to each other and some the secondary back cords be parallel to each other.Described main back cord is two-tube back cord.Secondary back cord is pressed on the outer panel face of template by described main back cord.Described main back cord is cross-shaped with time back cord.
Described dormant bolt passes from the interior plate face of template, and screw rod is through the bar hole in the middle of main back cord.Perforation pad is through on screw rod, screws on nut and perforation pad is pressed on main back cord.By some dormant bolts, template, main back cord and secondary back cord are linked into an integrated entity.
Further, described back cord, under the effect of pressing of main back cord, is firmly fixed on the plate face of template.
Based on above-mentioned outer wall template composite reinforcement system, a kind of construction method of outer wall template composite reinforcement system is provided, comprises the following steps:
1) according to design requirement, get out in template in advance dormant bolt hole and later stage reinforce need screw rod hole;
2) the interior plate face of dormant bolt from template is passed, then template is laid in ground (interior plate face and earth surface);
3) be parallel to each other by some pieces of time back cords and be placed in template, every block time back cord is vertically arranged;
4) the main back cord be parallel to each other some pieces is pressed on time back cord, and makes dormant bolt pass the middle bar hole of main back cord; The main back cord lateral arrangement of every block;
5) each dormant bolt penetrates perforation pad, then screw on nut and tighten;
6) then lift whole template (template, main back cord and secondary back cord link into an integrated entity) and be placed in construction location.
Technique effect of the present utility model is mathematical, in major structure of construction construction, outer wall template, flitch, steel pipe etc. all belong to and face limit and easily to fall article, by the gadget such as dormant bolt, pad, outer wall template, secondary back cord, main back cord etc. are connected as a whole, lift together in work progress, avoid the possibility of falling and improve efficiency of construction simultaneously.
Accompanying drawing explanation
Fig. 1 is the horizontal section schematic diagram of outer wall template composite reinforcement system;
Fig. 2 is the plan view of outer wall template composite reinforcement system;
Fig. 3 is the connection diagram of dormant bolt, perforation pad and nut;
Fig. 4 is the lateral view of Fig. 3.
In figure: template 1, main back cord 2, secondary back cord 3, dormant bolt 4, perforation pad 5.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail, but should not be construed the above-mentioned subject area of the utility model and be only limitted to following embodiment.When not departing from the above-mentioned technological thought of the utility model, according to ordinary skill knowledge and customary means, making various replacement and change, all should be included in protection domain of the present utility model.
See Fig. 1 and Fig. 2, a kind of outer wall template composite reinforcement system, comprises template 1, main back cord 2, secondary back cord 3 and dormant bolt 4.The interior plate face of described template 1 is towards concrete region to be built, and outer panel face is towards wall outer side.The plate face of described template 1 have some dormant bolt holes.
The main back cord 2 that the outer panel mask of described template 1 has some to be parallel to each other and some the secondary back cords 3 be parallel to each other.Described main back cord 2 is two-tube back cord, and namely described main back cord 2 is made up of the first back cord be parallel to each other and the second back cord; Between described first back cord and the second back cord, there is gap; Some round steel are welded in the gap between described first back cord and the second back cord.Secondary back cord 3 is pressed on the outer panel face of template 1 by described main back cord 2.Namely template 1 is close in the side of described back cord 3, and opposite side contacts with main back cord 2.Described main back cord 2 and time back cord 3 are in cross-shaped.In the present embodiment, described main back cord 2 is parallel to horizontal plane, and secondary back cord 3 is arranged perpendicular to horizontal plane.
Described dormant bolt 4 passes from the interior plate face of template 1, and screw rod is through the bar hole in the middle of main back cord 2.Perforation pad 5 is through on screw rod, screws on nut and perforation pad 5 is pressed on main back cord 2.By some dormant bolts 4, template 1, main back cord 2 and secondary back cord 3 are linked into an integrated entity.
Particularly, during construction, outer wall template also needs to add flitch and other tubing at the scene, similarly adopts dormant bolt 4, perforation pad 5 and nut to connect in template 1.By the combination of each component, make them connect into an entirety, then once lifting can complete the installation of outer wall template.Adopt outer wall template composite reinforcement system of the present utility model to not only avoid the hidden danger of falling of widget, and improve efficiency of construction.
Based on above-mentioned outer wall template composite reinforcement system, a kind of construction method of outer wall template composite reinforcement system is provided, comprises the following steps:
1) according to design requirement, get out in template in advance dormant bolt hole and later stage reinforce need screw rod hole;
2) the interior plate face of dormant bolt from template is passed, then template is laid in ground (interior plate face and earth surface);
3) be parallel to each other by some pieces of time back cords and be placed in template, every block time back cord is vertically arranged;
4) the main back cord be parallel to each other some pieces is pressed on time back cord, and makes dormant bolt pass the middle bar hole of main back cord; The main back cord lateral arrangement of every block;
5) each dormant bolt penetrates perforation pad, then screw on nut and tighten;
6) then lift whole template (template, main back cord and secondary back cord link into an integrated entity) and be placed in construction location.
Claims (2)
1. an outer wall template composite reinforcement system, is characterized in that: comprise template (1), main back cord (2), secondary back cord (3) and dormant bolt (4); The interior plate face of described template (1) is towards concrete region to be built, and outer panel face is towards wall outer side; The plate face of described template (1) have some dormant bolt holes;
The main back cord (2) that the outer panel mask of described template (1) has some to be parallel to each other and some the secondary back cords (3) be parallel to each other; Described main back cord (2) is two-tube back cord; Secondary back cord (3) is pressed on the outer panel face of template (1) by described main back cord (2); Described main back cord (2) and time back cord (3) are in cross-shaped;
Described dormant bolt (4) passes from the interior plate face of template (1), and screw rod is through the bar hole in the middle of main back cord (2); Perforation pad (5) is through on screw rod, screws on nut and makes perforation pad (5) be pressed on main back cord (2); By some dormant bolts (4), template (1), main back cord (2) and time back cord (3) are linked into an integrated entity.
2. a kind of outer wall template composite reinforcement system according to claim 1, is characterized in that: described back cord (3), under the effect of pressing of main back cord (2), is firmly fixed on the plate face of template (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520728032.3U CN205000640U (en) | 2015-09-18 | 2015-09-18 | Outer wall mold sheet composition reinforcerment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520728032.3U CN205000640U (en) | 2015-09-18 | 2015-09-18 | Outer wall mold sheet composition reinforcerment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205000640U true CN205000640U (en) | 2016-01-27 |
Family
ID=55157536
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520728032.3U Expired - Fee Related CN205000640U (en) | 2015-09-18 | 2015-09-18 | Outer wall mold sheet composition reinforcerment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205000640U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545160A (en) * | 2015-09-18 | 2017-03-29 | 重庆合筑实业发展有限公司 | A kind of outer wall template composite reinforcement system |
| CN109763643A (en) * | 2018-12-24 | 2019-05-17 | 中建三局集团有限公司 | A cavity double-wall inner formwork reinforcement device with built-in pipeline and construction method thereof |
-
2015
- 2015-09-18 CN CN201520728032.3U patent/CN205000640U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545160A (en) * | 2015-09-18 | 2017-03-29 | 重庆合筑实业发展有限公司 | A kind of outer wall template composite reinforcement system |
| CN109763643A (en) * | 2018-12-24 | 2019-05-17 | 中建三局集团有限公司 | A cavity double-wall inner formwork reinforcement device with built-in pipeline and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206800622U (en) | A kind of assembled integral concrete shear force wall balcony attachment structure | |
| CN106545160A (en) | A kind of outer wall template composite reinforcement system | |
| CN203593526U (en) | Movable type hoisting device | |
| CN102535650A (en) | Device for connecting composite wallboard and floor slab | |
| CN204751934U (en) | Metallurgy crane girder web crackle reinforcing apparatus | |
| CN202925883U (en) | Large size wooden formwork surrounding purlin device | |
| CN102139759A (en) | Method for strengthening large-size integral composite wall panel | |
| CN204456908U (en) | A kind of heavy beam equipment | |
| CN204491420U (en) | A kind of reinforcement structure of bracket | |
| CN208379857U (en) | A kind of disjunctor stone curtain wall | |
| CN204850142U (en) | Outer wall body drawknot device | |
| CN206513016U (en) | A kind of novel quick release frame | |
| CN202850471U (en) | Lifting type operation platform for elevator well | |
| CN202492930U (en) | Connecting device of composite wallboards and floorslabs | |
| CN102518314B (en) | Light cellular partition board location adjustment instrument and method of adjustment thereof | |
| CN207469449U (en) | A kind of small span portal-rigid frames use the device of end plate connection | |
| CN204001679U (en) | Gang form system | |
| CN203487782U (en) | Self-bearing type detachable steel bar truss template connecting piece | |
| CN210263648U (en) | Adjustable reinforcing bar stirrup | |
| CN202671575U (en) | Converter lifting in-place protection pad device | |
| CN208415799U (en) | The assembling structure of decorative panel for building and wall | |
| CN205242730U (en) | A level keeps warm and cast -in -place concrete -in -place mould as an organic whole | |
| CN203834504U (en) | Structure of basement reverse construction method tower crane foundation | |
| CN203514767U (en) | Foldable scaffold board | |
| CN202966324U (en) | Middle lateral wall for subway train |
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 |
Granted publication date: 20160127 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |