CN203334639U - Horizontal truss for reinforcing layer of high supporting frame body - Google Patents
Horizontal truss for reinforcing layer of high supporting frame body Download PDFInfo
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- CN203334639U CN203334639U CN2013204108340U CN201320410834U CN203334639U CN 203334639 U CN203334639 U CN 203334639U CN 2013204108340 U CN2013204108340 U CN 2013204108340U CN 201320410834 U CN201320410834 U CN 201320410834U CN 203334639 U CN203334639 U CN 203334639U
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Abstract
The utility model provides a horizontal truss for a reinforcing layer of a high supporting frame body in order to solve the problem that the horizontal stiffness of an existing high support frame body is not enough. The horizontal truss for the reinforcing layer of the high supporting frame body is composed of framework supporting layers which are overlapped from bottom to top. The inside of each framework supporting layer is composed of small framework frames which are connected horizontally. In addition, every nth framework supporting layer is arranged to be a framework reinforcing layer from the bottom layer of the horizontal truss by counting upwards. A small frame oblique rod is arranged between at least one set of opposite corners on each vertical side face of each small framework frame inside each framework reinforcing layer. Every s*t small framework frames which are horizontally connected in each framework reinforcing layer form a framework reinforcing unit, and unit oblique rods are arranged between the opposite corners of the upper surface and the lower surface of each framework reinforcing unit. The horizontal truss for the reinforcing layer of the high supporting frame body has the advantages that the entire high supporting frame body is reinforced, the horizontal stiffness effect is also increased, and the stability of the entire high support system can be guaranteed.
Description
Technical field
The utility model belongs to building field, is specifically related to a kind of horizontal truss for high carriage body enhancement Layer.
Background technology
Along with social high speed development, high level and large space building increasing year by year, the large tracts of land steel pipe scaffold is Chang Zuowei shuttering supporting support body in current building operations.At present, in the design of high carriage body, reinforcement means commonly used is by setting up horizontal cross brace and vertical bridging.Standard imperfection due to the design of superelevation supporting frame and construction, only establish common horizontal cross brace and vertical bridging and be difficult for assurance support body stability, cause formwork bracing system unstability collapse accident to happen occasionally, caused thus serious economic loss and severe social influence.
Summary of the invention
For the hypodynamic difficult problem of support caused not because of horizontal rigidity in existing high carriage body, the utility model provides a kind of horizontal truss for high carriage body enhancement Layer, can realize increasing the support body horizontal rigidity, increase the support body supporting capacity, and can reduce the technique effect of security risk.
A kind of horizontal truss for high carriage body enhancement Layer, consist of the shuttering supporting layer 1 successively vertically superposeed from bottom to top; Each shuttering supporting layer 1 inside forms by the little frame 2 of template connected horizontally; The little frame 2 of each template is rectangular frame or cube framework for being comprised of cross bar 21 and montant 22 all; Share cross bar 21 or montant 22 between the little frame 2 of two templates faced mutually, in addition, from the bottom of horizontal truss counting upwards, every the shuttering supporting layer 1 of n layer shuttering supporting layer 1, be made as template enhancement Layer 3; Being provided with little frame brace 31 between at least one group of diagonal angle on each vertical side of the little frame 2 of each template in template enhancement Layer 3 connects; The little frame 2 of every s * t in template enhancement Layer 3 template connected horizontally forms a template and strengthens unit 32, and template is strengthened two groups of diagonal angles and the template of unit 32 end faces and strengthened being equipped with unit brace 33 between 32 Liang Zu diagonal angles, bottom surface, unit.
In addition, little frame brace 31 is steel pipe with unit brace 33.
In addition, share a little frame brace 31 between the interior little frame 2 of two templates faced mutually of template enhancement Layer 3.
In addition, the span of n is between 3 to 7, and the span of s is between 3 to 9, and the span of t is between 3 to 9.
useful technique effect
1, the template enhancement Layer of this product plays the effect of reinforcement to the resistance to overturning of high carriage body.Adopt the existing whole unstable phenomenon of high carriage body of steel pipe support system, be mainly due to the bridging of high carriage body and the cross-tie amount of restraint not enough or arrange unreasonable causing.In the utility model, by little frame brace 31 and unit brace 33, make each template enhancement Layer 3 all form a firm integral body, become geometrically stable system; Shuttering supporting layer for its top, play the effect of " fulcrum ", reduces the flexibility of depression bar, reduces the flexibility of cross bar 21 and montant 22, thereby reach the effect of avoiding local buckling;
2, this product also plays the effect that increases lateral stiffness, can guarantee the monolithic stability of high trestle system.The shuttering supporting layer in bottom, when the active forces such as suffered upper load and deadweight are just large, just more easily because of oblique or the hypodynamic problem of horizontal restrain, cause whole unstability to be collapsed, can farthest the active force got off by high carriage body upper layer transfers be scatter uniformly by the template enhancement Layer 3 of being reinforced by little frame brace 31 and unit brace 33, guarantee stability and the fastness of present technique structure.
The accompanying drawing explanation
Fig. 1 is stereochemical structure simplified schematic diagram of the present utility model.
The stereochemical structure simplified schematic diagram that Fig. 2 is single template enhancement Layer in Fig. 1.
Fig. 3 is the stereochemical structure simplified schematic diagram that in Fig. 2, single template is strengthened unit.
The stereochemical structure simplified schematic diagram that Fig. 4 is the little frame of template single in Fig. 3.
Sequence number in figure is: shuttering supporting layer 1, the little frame 2 of template, template enhancement Layer 3, cross bar 21, montant 22, little frame brace 31, template are strengthened 32, unit, unit brace 33.
concrete embodiment
Now be described with reference to the accompanying drawings structural principle of the present utility model.
Referring to Fig. 1, a kind of horizontal truss for high carriage body enhancement Layer, consist of the shuttering supporting layer 1 successively vertically superposeed from bottom to top; Each shuttering supporting layer 1 inside forms by the little frame 2 of template connected horizontally; The little frame 2 of each template is rectangular frame or cube framework for being comprised of cross bar 21 and montant 22 all; Share cross bar 21 or montant 22 between the little frame 2 of two templates faced mutually, in addition, from the bottom of horizontal truss counting upwards, every the shuttering supporting layer 1 of n layer shuttering supporting layer 1, be made as template enhancement Layer 3; Be provided with little frame brace 31 between at least one group of diagonal angle on each vertical side of the little frame 2 of each template in template enhancement Layer 3 and connect, refer to Fig. 4; Referring to Fig. 2, the little frame 2 of every s * t in template enhancement Layer 3 template connected horizontally forms a template and strengthens unit 32, template is strengthened two groups of diagonal angles and the template of unit 32 end faces and is strengthened being equipped with unit brace 33 between 32 Liang Zu diagonal angles, bottom surface, unit, refers to Fig. 3.
In addition, little frame brace 31 is steel pipe with unit brace 33.Cross bar 21 forms by steel pipe with montant 22, a steel pipe can be divided into cross bar 21 or the montant 22 that multistage once connects, to be that the little frame 2 of template is served as reasons that vertical, horizontal steel pipe is built, as a whole frame body on macroscopic view, rather than the splicing product of unit independently.
In addition, share a little frame brace 31 between the interior little frame 2 of two templates faced mutually of template enhancement Layer 3.
In addition, the span of n is between 3 to 7, and the span of s is between 3 to 9, and the span of t is between 3 to 9.
Claims (4)
1. the horizontal truss for high carriage body enhancement Layer, consist of the shuttering supporting layer (1) successively vertically superposeed from bottom to top; Each shuttering supporting layer (1) is inner to be formed by the little frame of template connected horizontally (2); The little frame of each template (2) is rectangular frame or cube framework for being comprised of cross bar (21) and montant (22) all; Share cross bar (21) or montant (22) between two the little frames of template (2) that face mutually, it is characterized in that,
From the bottom of horizontal truss upwards, the shuttering supporting layer (1) every n layer shuttering supporting layer (1) is made as template enhancement Layer (3); Being provided with little frame brace (31) between at least one group of diagonal angle on each vertical side of the little frame of each template (2) in template enhancement Layer (3) connects;
Every s * t in template enhancement Layer (3) little frame of template connected horizontally (2) forms a template and strengthens unit (32), and template is strengthened two groups of diagonal angles and the template of unit (32) end face and strengthened being equipped with unit brace (33) between Liang Zu diagonal angle, bottom surface, unit (32).
2. a kind of horizontal truss for high carriage body enhancement Layer as claimed in claim 1, is characterized in that, little frame brace (31) is steel pipe with unit brace (33).
3. a kind of horizontal truss for high carriage body enhancement Layer as claimed in claim 1, is characterized in that, shares a little frame brace (31) between two the little frames of template (2) that face mutually in template enhancement Layer (3).
4. a kind of horizontal truss for high carriage body enhancement Layer as claimed in claim 1, is characterized in that, the span of n is between 3 to 7, and the span of s is between 3 to 9, and the span of t is between 3 to 9.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204108340U CN203334639U (en) | 2013-07-11 | 2013-07-11 | Horizontal truss for reinforcing layer of high supporting frame body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204108340U CN203334639U (en) | 2013-07-11 | 2013-07-11 | Horizontal truss for reinforcing layer of high supporting frame body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203334639U true CN203334639U (en) | 2013-12-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013204108340U Expired - Fee Related CN203334639U (en) | 2013-07-11 | 2013-07-11 | Horizontal truss for reinforcing layer of high supporting frame body |
Country Status (1)
| Country | Link |
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| CN (1) | CN203334639U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437113A (en) * | 2016-08-31 | 2017-02-22 | 山东电力建设第工程公司 | Assembly type construction device for scaffolds and construction scheme |
| CN113323356A (en) * | 2021-04-23 | 2021-08-31 | 宁波工程学院 | A hanging device for construction of building outer wall |
-
2013
- 2013-07-11 CN CN2013204108340U patent/CN203334639U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437113A (en) * | 2016-08-31 | 2017-02-22 | 山东电力建设第工程公司 | Assembly type construction device for scaffolds and construction scheme |
| CN113323356A (en) * | 2021-04-23 | 2021-08-31 | 宁波工程学院 | A hanging device for construction of building outer wall |
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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 |
Granted publication date: 20131211 Termination date: 20190711 |
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| CF01 | Termination of patent right due to non-payment of annual fee |