CN207700688U - A kind of linking beam formwork structure - Google Patents
A kind of linking beam formwork structure Download PDFInfo
- Publication number
- CN207700688U CN207700688U CN201721840920.XU CN201721840920U CN207700688U CN 207700688 U CN207700688 U CN 207700688U CN 201721840920 U CN201721840920 U CN 201721840920U CN 207700688 U CN207700688 U CN 207700688U
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- Prior art keywords
- template
- wall
- linking beam
- reinforcing member
- column
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Abstract
The utility model provides a kind of linking beam formwork structure, belongs to technical field of building construction；It solves the technical issues of reinforcing inconvenience, low construction efficiency in existing linking beam construction；The technical solution of the utility model is：A kind of linking beam formwork structure, including column have two and are spaced apart；Wall is set between two columns and is connected with two columns；Template, there are two and be located at both sides above wall, the both ends of the template all extend to column and are affixed on leg surface, and the lower end of the template extends to wall and is affixed on surface of wall；Reinforcing member has a holding tank, and the reinforcing member is located in two templates and two templates are respectively positioned on wall in holding tank, and the reinforcing member makes template be closely attached on column and wall；The beneficial effects of the utility model are：The utility model can fast implement the installation, reinforcing and dismounting for pouring front template, have the advantages that improve construction efficiency, simplify working procedure.
Description
Technical field
The utility model belongs to technical field of building construction, is related to a kind of linking beam formwork structure.
Background technology
Linking beam is the binder between association structure component, and effect is to increase the globality of structure, is poured in linking beam
Cheng Zhong, conventional template construction method are by being laid with Side shuttering in construction part, being reinforced using steel pipe anchor ear, split bolt
Side shuttering, there are 2 disadvantages for the construction method：1, reinforce, dismantle complex procedures, take time and effort, increase the time, manually at
This；2, it is various to reinforce material requested, increases material cost.
In conclusion in order to solve above-mentioned linking beam construction, need to design a kind of reinforcing member dismounting
Convenient, disassembly efficiency height and lower-cost linking beam formwork structure.
Utility model content
The purpose of this utility model is in view of the above-mentioned problems existing in the prior art, it is proposed that a kind of reinforcing member dismounting side
Just, disassembly efficiency height and lower-cost linking beam formwork structure.
The purpose of this utility model can be realized by following technical proposal：A kind of linking beam formwork structure, including
Column has two and is spaced apart；
Wall is set between two columns and is connected with two columns；
Template, there are two and be located at both sides above wall, the both ends of the template all extend to column and are affixed on
The lower end of leg surface, the template extends to wall and is affixed on surface of wall；
Reinforcing member has a holding tank, and the reinforcing member is located in two templates and two templates are respectively positioned on appearance with wall
It receives in slot, the reinforcing member makes template be closely attached on column and wall.
In a kind of above-mentioned linking beam formwork structure, the form height is twice of linking beam design height.
In a kind of above-mentioned linking beam formwork structure, the reinforcing member includes side plate and connecting plate, and there are two the side plates
And it is close to two template outer surfaces respectively, the connecting plate is connected with both side plate upper end, and the holding tank is located at both side plate and company
Between fishplate bar, the template is against on connecting plate inner surface.
Compared with prior art, the utility model has the advantages that：
1, its construction of the utility model is simple, and cost is small, replaces traditional screw rod to connect by the way of clamping, reaches and subtract
Few cost of labor, the effect of material cost.
2, its is convenient to assemble and disassemble for the utility model, eliminates the reinforcement materials such as Screw arbor with nut at both-ends in traditional technology, steel pipe anchor ear, energy
The installation, reinforcing and dismounting for pouring front template are enough fast implemented, has the advantages that improve construction efficiency, simplify working procedure.
Description of the drawings
Fig. 1 is the front elevation view of the utility model.
Fig. 2 is the sectional view of the utility model.
In figure, 1, linking beam；10, column；20, wall；30, template；40, reinforcing member；41, holding tank；42, side plate；43、
Connecting plate.
Specific implementation mode
It is specific embodiment of the utility model and in conjunction with attached drawing below, the technical solution of the utility model is made further
Description, but the utility model is not limited to these examples.
The purpose of this utility model is that being improved for existing linking beam constructing structure and method, solves it and apply
Work is complicated, of high cost, the relatively low technical problem of construction efficiency, to simplify its structure, improves its construction efficiency.
As shown in Figure 1, a kind of linking beam formwork structure of the utility model, including column 10, wall 20, template 30 and reinforcing
Part 40.
Column 10 has two and is spaced apart, and wall 20 is set between two columns 10 and is connected with two columns 10, template 30
There are two and be located at 20 top both sides of wall, the both ends of the template 30 all extend to column 10 and are affixed on 10 table of column
The lower end in face, the template 30 extends to wall 20 and is affixed on 20 surface of wall, and reinforcing member 40 has a holding tank 41, described to add
Firmware 40 is located in two templates 30 and two templates 30 are respectively positioned on wall 20 in holding tank 41, and the reinforcing member 40 makes template 30
It is closely attached on column 10 and wall 20.
Using this structure, the simplification in structure is realized, cost is relatively low, and under the reinforcement effect of reinforcing member 40, two
Template 30 and the compactness of column 10 and wall 20 are more preferable, improve the chucking power of template 30, and concrete is avoided to support template 30
It opens and 1 structure size of linking beam is caused to be more than design size, effectively saved concrete.
Preferably, 30 height of the template is twice of 1 design height of linking beam.
30 height of template is higher than 1 design height of linking beam, when being for casting concrete, avoids the slurries of concrete outside
It splashes out, is effectively protected the construction environment of construction site, also avoids the waste of concrete material, meanwhile, it is also convenient in this way
The dismounting of template 30.
As shown in Fig. 2, the reinforcing member 40 includes side plate 42 and connecting plate 43, the side plate 42 there are two and respectively close to
In two templates, 30 outer surface, the connecting plate 43 is connected with 42 upper end of both side plate, and the holding tank 41 is located at both side plate 42 and connects
Between fishplate bar 43, the template 30 is against on 43 inner surface of connecting plate.
Reinforcing member 40 is made of side plate 42 and connecting plate 43, and with connecting plate 43 construction site to can be used existing for side plate 42
The materials such as material, such as template 30, the lumps of wood reduce cost to save raw material, and template 30 is against in connecting plate 43
Surface then improves the stability of reinforcing member 40, prevents reinforcing member 40 from gliding.
The specific embodiments described herein are merely examples of the spirit of the present invention.The utility model institute
Belonging to those skilled in the art can make various modifications or additions to the described embodiments or using similar
Mode substitute, but without departing from the spirit of the present application or beyond the scope of the appended claims.
Claims (3)
1. a kind of linking beam formwork structure, including
Column has two and is spaced apart；
Wall is set between two columns and is connected with two columns；
Template, there are two and be located at both sides above wall, the both ends of the template all extend to column and are affixed on column
The lower end on surface, the template extends to wall and is affixed on surface of wall；
Reinforcing member has a holding tank, and the reinforcing member is located in two templates and two templates are respectively positioned on holding tank with wall
Interior, the reinforcing member makes template be closely attached on column and wall.
2. a kind of linking beam formwork structure according to claim 1, it is characterised in that：The form height sets for linking beam
Count height twice.
3. a kind of linking beam formwork structure according to claim 1, it is characterised in that：The reinforcing member includes side plate and company
Fishplate bar, there are two the side plates and is close to two template outer surfaces respectively, and the connecting plate is connected with both side plate upper end, the appearance
Slot is received between both side plate and connecting plate, the template is against on connecting plate inner surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721840920.XU CN207700688U (en) | 2017-12-25 | 2017-12-25 | A kind of linking beam formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721840920.XU CN207700688U (en) | 2017-12-25 | 2017-12-25 | A kind of linking beam formwork structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207700688U true CN207700688U (en) | 2018-08-07 |
Family
ID=63028624
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721840920.XU Active CN207700688U (en) | 2017-12-25 | 2017-12-25 | A kind of linking beam formwork structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207700688U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882324A (en) * | 2017-12-25 | 2018-04-06 | 宁波二十冶建设有限公司 | A kind of linking beam formwork structure and construction method |
-
2017
- 2017-12-25 CN CN201721840920.XU patent/CN207700688U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882324A (en) * | 2017-12-25 | 2018-04-06 | 宁波二十冶建设有限公司 | A kind of linking beam formwork structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 315 800 Pearl River Road 429 Xindan Street, Beilun District, Ningbo City, Zhejiang Province Co-patentee after: China Twenty Metallurgical Group Co., Ltd. Patentee after: Zhejiang 20 Smelter Construction Co., Ltd. Address before: 315 800 Pearl River Road 429 Xindan Street, Beilun District, Ningbo City, Zhejiang Province Co-patentee before: China Twenty Metallurgical Group Co., Ltd. Patentee before: Ningbo MCC20 Construction Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |