CN209384521U - A kind of assembled architecture girder truss is connect with detachable plank sheathing uses prefabricated component - Google Patents
A kind of assembled architecture girder truss is connect with detachable plank sheathing uses prefabricated component Download PDFInfo
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- CN209384521U CN209384521U CN201821770454.7U CN201821770454U CN209384521U CN 209384521 U CN209384521 U CN 209384521U CN 201821770454 U CN201821770454 U CN 201821770454U CN 209384521 U CN209384521 U CN 209384521U
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- reinforcing bar
- plank sheathing
- prefabricated component
- assembled architecture
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 102
- 230000002787 reinforcement Effects 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 6
- 238000003466 welding Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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Abstract
The utility model relates to a kind of assembled architecture girder trusses and detachable plank sheathing connection prefabricated component, it is characterised in that: including main reinforcement group and secondary reinforcing bar group；The preform structure used in the utility model is molded over before floor casting by welding for stable triangular shape structure, can directly side by side or staggeredly fixed placement on plank sheathing, avoid using it is traditional build reinforced frame by the way of, it is more efficient；And the prefabricated component of the triangular shape full-automatic can be produced in enormous quantities, only need a small amount of manpower to build with regard to achievable in the stationary positioned on plank sheathing；In addition, such structure type, is also convenient for before casting laying-out and pipeline in floor；It has saved the construction time and has improved construction efficiency.
Description
Technical field
The utility model relates to assembled architecture field more particularly to a kind of assembled architecture girder trusses and detachable wood
Prefabricated component is used in template connection.
Background technique
With the increasingly raising of power conservation requirement, building floor performance and its comprehensive technical indicator such as durability, can
It also attracts people's attention further by property etc..With the raising of building efficiency, the mode of traditional building floor, which uses, builds support
Frame builds the reinforcing bar of floor, then the mode of casting concrete is easy to cause construction efficiency low, there is long construction period, at
This high disadvantage needs to implement at the scene a large amount of manual work, long in time limit, efficiency when especially building the reinforcing bar in floor
Low, quality is also difficult to obtain reliable and stable guarantee.
In order to solve the above problems, it needs to design a kind of convenient and fast pre-manufactured steel rib and only needs letter before casting
Single placement and fixation, does not need separately to take the measure for building reinforced frame again that can meet Current Building ' energy saving requirement；Tool
There is the advantages that overall cost is low, and fire resisting effect is good.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of assembled architecture girder trusses and detachable plank sheathing
Connection prefabricated component before being able to solve general floor casting needs that a large amount of manpower and material resources and time is spent to build reinforced frame
The problem of.
In order to solve the above technical problems, the technical solution of the utility model are as follows: a kind of assembled architecture girder truss with it is removable
Formula plank sheathing connection prefabricated component is unloaded, innovative point is: including main reinforcement group and secondary reinforcing bar group；
The main reinforcement group includes the first reinforcing bar, the second reinforcing bar and third reinforcing bar；First reinforcing bar, the second reinforcing bar and
Three bar diameters are identical and are distributed in triangular shape；
The pair reinforcing bar group includes the first secondary reinforcing bar and the second secondary reinforcing bar, and the described first secondary reinforcing bar and the second secondary reinforcing bar are in wave
The wave structure of shape wave structure, the described first secondary reinforcing bar is welded on the first steel along the extending direction of the first reinforcing bar and the second reinforcing bar
On muscle and the second reinforcing bar；The wave structure of described second secondary reinforcing bar is welded on along the extending direction of the first reinforcing bar and third reinforcing bar
On first reinforcing bar and third reinforcing bar.
Further, the pad of the described first secondary reinforcing bar and the second reinforcing bar is located at the inside of the second reinforcing bar；Described second
The pad of secondary reinforcing bar and third reinforcing bar is located at the inside of third reinforcing bar.
Further, spacing of the wave structure of the secondary reinforcing bar group between the adjacent inflection point in secondary reinforcing bar group is
100mm-150mm。
Further, first reinforcing bar, the second reinforcing bar and third reinforcing bar are distributed in equilateral triangle, and spacing is 150mm-
200mm。
Further, the diameter of the secondary reinforcing bar group is less than the diameter of main reinforcement group.
Utility model has the advantages that
1) preform structure used in the utility model is molded over by welding for stable triangular shape structure
It, can directly side by side or staggeredly fixed placement avoids on plank sheathing using traditional reinforced frame of building before floor casting
Mode, it is more efficient；And the prefabricated component of the triangular shape full-automatic can be produced in enormous quantities, only in the stationary positioned on plank sheathing
A small amount of manpower is needed to build with regard to achievable；In addition, such structure type, be also convenient for before casting in floor laying-out and
Pipeline；It has saved the construction time and has improved construction efficiency.
Detailed description of the invention
Utility model will be further described in detail below with reference to the attached drawings and specific embodiments.
Fig. 1 is that a kind of assembled architecture girder truss of the utility model is connect with prefabricated component main view with detachable plank sheathing
Figure.
Fig. 2 is that a kind of assembled architecture girder truss of the utility model is connect with prefabricated component side view with detachable plank sheathing
Figure.
Specific embodiment
The following examples can make professional and technical personnel that the utility model be more fully understood, but therefore will not
The utility model is limited among the embodiment described range.
Such as a kind of Fig. 1 assembled architecture girder truss shown in Fig. 2 and detachable plank sheathing connection prefabricated component, including master
Reinforcing bar group 1 and secondary reinforcing bar group 2.
Main reinforcement group 1 includes the first reinforcing bar 11, the second reinforcing bar 12 and third reinforcing bar 13；First reinforcing bar 11, the second steel
Muscle 12 is identical with 13 diameter of third reinforcing bar and is distributed in triangular shape.
Secondary reinforcing bar group 2 includes the first secondary reinforcing bar 21 and the second secondary reinforcing bar 22, the described first secondary reinforcing bar 21 and the second secondary reinforcing bar
22 wavy structures, the wave structure of the first secondary reinforcing bar 21 along the first reinforcing bar 11 and the second reinforcing bar 12 extending direction
It is welded on the first reinforcing bar 11 and the second reinforcing bar 12；The wave structure of described second secondary reinforcing bar 22 is along the first reinforcing bar 11 and third
The extending direction of reinforcing bar 13 is welded on the first reinforcing bar 11 and third reinforcing bar 13.
The pad of first secondary reinforcing bar 21 and the second reinforcing bar 12 is located at the inside of the second reinforcing bar 12；Described second secondary reinforcing bar 22
It is located at the inside of third reinforcing bar 13 with the pad of third reinforcing bar 13.
Spacing of the wave structure of secondary reinforcing bar group 2 between the adjacent inflection point in secondary reinforcing bar group 2 is 100mm-150mm.
First reinforcing bar 11, the second reinforcing bar 12 and third reinforcing bar 13 are distributed in equilateral triangle, and spacing is 150mm-200mm.
The diameter of secondary reinforcing bar group 2 is less than the diameter of main reinforcement group.
It should be understood by those skilled in the art that the present utility model is not limited to the above embodiments, above-described embodiment and
Only illustrate the principles of the present invention described in specification, on the premise of not departing from the spirit and scope of the utility model,
The utility model also has various changes and improvements, these changes and improvements both fall within the scope of the claimed invention
It is interior.The protection scope of the present invention is defined by the appended claims and their equivalents.
Claims (5)
1. a kind of assembled architecture girder truss is connect with prefabricated component with detachable plank sheathing, it is characterised in that: including main reinforcement
Group and secondary reinforcing bar group；
The main reinforcement group includes the first reinforcing bar, the second reinforcing bar and third reinforcing bar；First reinforcing bar, the second reinforcing bar and third steel
Muscle diameter is identical and is distributed in triangular shape；
The pair reinforcing bar group includes the first secondary reinforcing bar and the second secondary reinforcing bar, and the described first secondary reinforcing bar and the second secondary reinforcing bar are wavy
Structure, the wave structure of the first secondary reinforcing bar along the extending direction of the first reinforcing bar and the second reinforcing bar be welded on the first reinforcing bar and
On second reinforcing bar；The wave structure of described second secondary reinforcing bar is welded on first along the extending direction of the first reinforcing bar and third reinforcing bar
On reinforcing bar and third reinforcing bar.
2. a kind of assembled architecture girder truss according to claim 1 is connect with detachable plank sheathing uses prefabricated component,
Be characterized in that: the pad of the described first secondary reinforcing bar and the second reinforcing bar is located at the inside of the second reinforcing bar；The second secondary reinforcing bar with
The pad of third reinforcing bar is located at the inside of third reinforcing bar.
3. a kind of assembled architecture girder truss is connect with prefabricated component, spy with detachable plank sheathing according to claim 1
Sign is: spacing of the wave structure of the pair reinforcing bar group between the adjacent inflection point in secondary reinforcing bar group is 100mm-150mm.
4. a kind of assembled architecture girder truss is connect with prefabricated component, spy with detachable plank sheathing according to claim 1
Sign is: first reinforcing bar, the second reinforcing bar and third reinforcing bar are distributed in equilateral triangle, and spacing is 150mm-200mm.
5. a kind of assembled architecture girder truss is connect with prefabricated component, spy with detachable plank sheathing according to claim 1
Sign is: the diameter of the pair reinforcing bar group is less than the diameter of main reinforcement group.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821770454.7U CN209384521U (en) | 2018-10-30 | 2018-10-30 | A kind of assembled architecture girder truss is connect with detachable plank sheathing uses prefabricated component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821770454.7U CN209384521U (en) | 2018-10-30 | 2018-10-30 | A kind of assembled architecture girder truss is connect with detachable plank sheathing uses prefabricated component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209384521U true CN209384521U (en) | 2019-09-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821770454.7U Active CN209384521U (en) | 2018-10-30 | 2018-10-30 | A kind of assembled architecture girder truss is connect with detachable plank sheathing uses prefabricated component |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111005485A (en) * | 2019-12-09 | 2020-04-14 | 西藏藏建科技股份有限公司 | High-strength composite noise-reducing floor structure |
-
2018
- 2018-10-30 CN CN201821770454.7U patent/CN209384521U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111005485A (en) * | 2019-12-09 | 2020-04-14 | 西藏藏建科技股份有限公司 | High-strength composite noise-reducing floor structure |
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