CN203034805U - Double-concrete wallboard formwork scissors type support keel system - Google Patents
Double-concrete wallboard formwork scissors type support keel system Download PDFInfo
- Publication number
- CN203034805U CN203034805U CN2012204974269U CN201220497426U CN203034805U CN 203034805 U CN203034805 U CN 203034805U CN 2012204974269 U CN2012204974269 U CN 2012204974269U CN 201220497426 U CN201220497426 U CN 201220497426U CN 203034805 U CN203034805 U CN 203034805U
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- CN
- China
- Prior art keywords
- pull rod
- type support
- double
- support keel
- central pull
- 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 - Lifetime
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Abstract
The utility model discloses a double-concrete wallboard formwork scissors type support keel system. The double-concrete wallboard formwork scissors type support keel system comprises hinge rods, main keels, a central pull rod and a fixed baffle. A pair of main keels are hinged on a connecting rod system which is formed by the hinge rods and the central pull rod. A plurality of pairs of hinge rods are arranged on the central pull rod. The fixed baffle is arranged on the upper portion of the central pull rod. A fastening screw is arranged at the upper end of the central pull rod. The main keels are arranged on two sides of the central pull rod by using the central pull rod as a center, and the main keels are connected with the hinge rods in a hinged mode. The double-concrete wallboard formwork scissors type support keel system solves the problems that wall bodies on two sides can not be simultaneously built, support keels and formworks between two walls are difficult to fix, and project process is influenced. According to the double-concrete wallboard formwork scissors type support keel system, the screw at the upper end of the central pull rod of a rotary system is used for enabling the separating distance between two wallboards to be well controlled, and an organic whole is enabled to be formed by the two wallboards together with the double-concrete wallboard formwork scissors type support keel system.
Description
Technical field
The utility model relates to technical field of building construction, specifically belongs to two concrete wall template scissors-type support keel systems.
Background technology
Existing for because of the two sides wallboard close together of establishing former thereby design such as deformation joint single building at 150mm-500mm, because can not advancing the people, operates formwork erection.Construction one framed side wallboard is earlier all adopted in construction in the past, treats that after the wallboard form removal serve as to support construction opposite side wallboard with this framed side wallboard again.Construction technology exists main mass defect to be, the two sides body of wall can not be constructed simultaneously, influences programming; During second wall construction, the support keel between two walls and template are difficult to fix, and the dismounting difficulty is big, and template and keel have fallen into the crack bottom.
The utility model content
The purpose of this utility model has provided two concrete wall template scissors-type support keel system, solved that the two sides body of wall can not be constructed simultaneously, the support keel between two walls and template be difficult to fixing and influence the problem of programming, support system is utilized the holding screw of rotary system center pull rod upper end, make that spacing obtains fine control between two wallboards, can make two wallboards form organic whole together with this support system.
The technical solution adopted in the utility model is as follows:
Two concrete wall template scissors-type support keel system, hinge-rod, main joist, center pull rod and fixed dam, described a pair of main joist hinge is connected on the push and pull system of hinge-rod and center pull rod composition, center pull rod is provided with many to hinge-rod, center pull rod top is provided with fixed dam, and the center pull rod upper end is provided with holding screw; Described a pair of main joist is centered close to the pull bar both sides, and hinge is connected on the hinge-rod.
Described every pair of hinge-rod is " scissors " type.
Compared with the prior art, the beneficial effects of the utility model are as follows:
The utility model support system is utilized the screw of rotary system center pull rod upper end, make that spacing obtains fine control between two wallboards, can make two wallboards form organic whole together with this support system, when form removal, utilize the screw of rotary system center pull rod upper end, two formwall board keel spacings are reduced, from top grid system is hung out, cooperate crowbar to utilize on the form surfacing default lifting rope that panel is hung out again, thus template whereabouts problem when having solved this place template and being difficult to dismounting and dismounting.
Description of drawings
Fig. 1 is structural representation of the present utility model.
The specific embodiment
Referring to accompanying drawing, two concrete wall template scissors-type support keel system, hinge-rod 1, main joist 2, center pull rod 3 and fixed dam 4, a pair of hinge-rod 1 hinge is connected on the center pull rod 3, center pull rod 3 is provided with many to hinge-rod 1, every pair of hinge-rod 1 is " scissors " type, center pull rod 3 tops are provided with fixed dam 4, center pull rod 3 upper ends are provided with holding screw 5, center pull rod 3 both sides are provided with main joist 2, hinge-rod 1 other end hinge is connected to main joist 2, in order to the support keel system is hung out between the body of wall.
Claims (2)
1. two concrete wall template scissors-type support keel system, hinge-rod, main joist, center pull rod and fixed dam, it is characterized in that: described a pair of main joist hinge is connected on the push and pull system of hinge-rod and center pull rod composition, center pull rod is provided with many to hinge-rod, center pull rod top is provided with fixed dam, and the center pull rod upper end is provided with holding screw; Described a pair of main joist is centered close to the pull bar both sides, and hinge is connected on the hinge-rod.
2. according to claim 1 pair of concrete wall template scissors-type support keel system, it is characterized in that: described every pair of hinge-rod is " scissors " type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012204974269U CN203034805U (en) | 2012-09-25 | 2012-09-25 | Double-concrete wallboard formwork scissors type support keel system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012204974269U CN203034805U (en) | 2012-09-25 | 2012-09-25 | Double-concrete wallboard formwork scissors type support keel system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203034805U true CN203034805U (en) | 2013-07-03 |
Family
ID=48686939
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012204974269U Expired - Lifetime CN203034805U (en) | 2012-09-25 | 2012-09-25 | Double-concrete wallboard formwork scissors type support keel system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203034805U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541544A (en) * | 2012-10-27 | 2014-01-29 | 谢月实 | Double concrete wall plate scissor type keel supporting template system |
| CN103669655A (en) * | 2013-12-24 | 2014-03-26 | 山东万鑫建设有限公司 | Construction technology for pouring concrete of walls on two sides of deformation joint |
| CN109914649A (en) * | 2019-04-03 | 2019-06-21 | 董朝旭 | A kind of precast shear wall component based in building structure |
-
2012
- 2012-09-25 CN CN2012204974269U patent/CN203034805U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103541544A (en) * | 2012-10-27 | 2014-01-29 | 谢月实 | Double concrete wall plate scissor type keel supporting template system |
| CN103669655A (en) * | 2013-12-24 | 2014-03-26 | 山东万鑫建设有限公司 | Construction technology for pouring concrete of walls on two sides of deformation joint |
| CN103669655B (en) * | 2013-12-24 | 2015-11-04 | 山东万鑫建设有限公司 | Deformation joint both walls body concrete pouring construction process |
| CN109914649A (en) * | 2019-04-03 | 2019-06-21 | 董朝旭 | A kind of precast shear wall component based in building structure |
| CN109914649B (en) * | 2019-04-03 | 2020-09-04 | 董朝旭 | Prefabricated shear wall assembly based on building structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130703 |