CN209277537U - A kind of assembled support construction - Google Patents
A kind of assembled support construction Download PDFInfo
- Publication number
- CN209277537U CN209277537U CN201821595529.2U CN201821595529U CN209277537U CN 209277537 U CN209277537 U CN 209277537U CN 201821595529 U CN201821595529 U CN 201821595529U CN 209277537 U CN209277537 U CN 209277537U
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- steel
- angle steel
- floor slab
- precast beam
- type plastic
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Abstract
The utility model discloses a kind of assembled support constructions, including precast beam, laminated floor slab prefabricated board, angle steel, bolt and H-type plastic-steel, bolt hole is built-in on precast beam, bolt is inserted into bolt hole after the aperture on angle steel one side and connect angle steel with precast beam, H-type plastic-steel is placed on two angle steel for being separately fixed at two precast beams, and the laminated floor slab prefabricated board is placed on the H-type plastic-steel and the precast beam.The utility model has short construction period, support cost and its cheap, used angle steel, bolt, H-type plastic-steel can reuse, installation and removal are extremely convenient, the support construction is almost no impact the movement of construction personnel simultaneously, has the advantages that extremely to facilitate for interspersed construction for fitting up.
Description
Technical field
The utility model relates to technical field of building construction, and in particular to a kind of assembled support construction.
Background technique
Traditional assembled supporting form is to head on a wooden frame or girder steel by two gusseteds using gusseted,
The height of gusseted can be with up and down adjustment, thus to realize the support to prefabricated superimposed sheet.But traditional assembled support
Form has following defect: it must be poured by layer to provide effective supporting surface, it is time-consuming very long；And complexity is dismantled, security risk
Higher, hiring cost is also higher.
Utility model content
The purpose of this utility model is that proposing one kind for above-mentioned deficiency present in current assembled supporting form
Novel assembled support construction.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of assembled support construction, including precast beam, laminated floor slab prefabricated board, angle steel, bolt and H-type plastic-steel, it is described
Bolt hole is built-in on precast beam, the bolt is inserted into the angle in the bolt hole after the aperture on described angle steel one side
Steel is connect with the precast beam, and the H-type plastic-steel is placed on a pair angle steel for being separately fixed at two precast beams,
The laminated floor slab prefabricated board is placed on the H-type plastic-steel.
Preferably, two block baffles are fixedly installed in parallel on the angle steel another side.
Preferably, the H-type plastic-steel is placed between two block baffle.
Preferably, the angle steel includes several right, and every a pair angle steel is evenly spaced to be fixed on the precast beam.
Preferably, the H-type plastic-steel is flushed with laminated floor slab prefabricated board bottom, in the precast beam and the overlapping
Concreting processing is carried out on precast floor slab, the precast beam and the laminated floor slab prefabricated board form one.
Preferably, the precast beam and laminated floor slab prefabricated board upper layer form laminated floor slab in-situ layer.
Compared with prior art, the utility model has the following beneficial effects:
1. a kind of assembled support construction of the utility model, without waiting for 7 day age, every layer of fabricated construction rhythm was big
It is big to accelerate, it is truly realized the advantage of assembled rapid construction.
2. the support cost is extremely cheap, used angle steel, bolt, H-type plastic-steel can be reused, and pacify installation and dismantling
It is extremely convenient to unload, especially angle steel and H-type plastic-steel can the number of turnover be up to 1000 times or more, can be saved for unit in charge of construction material at
This 60%.
3. the support construction is almost no impact the movement of construction personnel, and comes for fitting up interspersed construction
It is extremely convenient to say, phase speed is handed in the construction for greatly accelerating assembled project entirety, improves construction efficiency, saves labour turnover.
4. the support construction both ensure that the stability of support, in turn ensure that the later period does not need branch module and cast-in-situ, it is ensured that
The conveniences of all support installations.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of assembled support construction provided by the utility model；
Fig. 2 is the partial schematic diagram of angle steel；
Fig. 3 is the top view for not placing the assembled support construction of superimposed sheet；
Fig. 4 is the partial schematic diagram for not placing the top view of assembled support construction of superimposed sheet.
Specific embodiment
In order to which the technical solution of the utility model is explained further, below by specific embodiment come to the utility model into
Row elaborates.It should be noted that attached drawing is all made of very simplified form and using non-accurate ratio, only to side
Just, the purpose of the utility model embodiment is lucidly aided in illustrating.
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, a kind of assembled support construction, including precast beam 1, laminated floor slab prefabricated board
3, angle steel 4, bolt 5 and H-type plastic-steel 7, preset configuration has bolt hole 6, the bolt hole 6 and the bolt 5 on the precast beam 1
Size cooperates, and the bolt 5 is high-strength bolt, and being provided on one side for the angle steel 4 is consistent with 5 diameter of bolt
Aperture, after the bolt 5 is aligned first and passes through the aperture on described 4 one side of angle steel, being inserted into the bolt hole 6 will be described
Angle steel 4 is connect with the precast beam 1, is fastenedly connected the angle steel 4 and the precast beam 1 by applying bolt pretightening, this
When, the angle steel 4 is equipped with the precast beam 1 of abutting on one side of aperture, and one side of the non-aperture of the angle steel 4 is perpendicular to described prefabricated
Beam 1, the both ends of the H-type plastic-steel 7 are individually positioned in not opening for a pair of angle steel 4 for being fixed on the precast beam 1 being oppositely arranged
Hole on one side on.The laminated floor slab prefabricated board 3 is placed on the H-type plastic-steel 7, and the H-type plastic-steel 7 has excellent rigid
Property, elasticity, corrosion resistance and anti-aging property, while there is antifriction, wear-resisting and fatigue durability, long service life can effectively subtract
Few abrasion to 3 surface of laminated floor slab prefabricated board, can reuse.
The non-aperture of the angle steel 4 on one side on be fixedly installed two block baffles 8 in parallel relatively.
Width between two block baffle 8 is greater than the width of the H-type plastic-steel 7, and the H-type plastic-steel 7 is placed in described two
When between block baffle 8, preferably there are gaps between the two sides of the H-type plastic-steel 7 and two block baffle 8, avoid H-type plastic-steel 7
Extrusion abrasion between baffle.
Preferably there are gaps between 90 ° of corners of the angle steel 4 and the baffle 8, facilitate the installation and removal of nut.
Including several right, every a pair angle steel 4 is evenly spaced to be fixed on the precast beam 1 angle steel 4.
The H-type plastic-steel 7 is flushed with 3 bottom of laminated floor slab prefabricated board, in the precast beam 1 and the laminated floor slab
Concreting processing is carried out on prefabricated board 3, and the precast beam 1 and the laminated floor slab prefabricated board 3 is made to form one.
The precast beam 1 and 3 upper layer of laminated floor slab prefabricated board form laminated floor slab in-situ layer 2, the laminated floor slab
Prefabricated board 3 is the bottom template of the laminated floor slab in-situ layer 2, and the laminated floor slab prefabricated board 3 is concrete slab.
The course of work of the assembled support construction are as follows:
Precast beam 1 is first installed, and presets bolt hole 6 on precast beam 1, by the way that the bolt 5 is inserted into the angle
Apply bolt pretightening after steel 4 and the bolt hole 6 to be fastenedly connected the angle steel 4 and the precast beam 1, multiple angle steel
4 are spaced evenly distributed on the precast beam 1, and precast beam 1 described in two groups is oppositely arranged in parallel vertically, and the two of the H-type plastic-steel 7
End is placed horizontally between two block baffles 8 on described two angle steel 4 being oppositely arranged, and two block baffle 8 is arranged
Purpose is to improve stability of the H-type plastic-steel 7 on the angle steel 4, and the H-type plastic-steel 7 is prevented to be placed in the angle steel 4
It was fallen down when upper because of shaking, and influenced the supporting role to laminated floor slab prefabricated board 3.When the H-type plastic-steel 7 is placed in the angle steel
After on 4, above lifting laminated floor slab prefabricated board 3 to precast beam 1 and H-type plastic-steel, assembling reinforcement mesh sheet, cast-in-place concrete will be prefabricated
Beam 1 and laminated floor slab prefabricated board 3 are poured together as an entirety, 3 upper layer shape of the precast beam 1 and the laminated floor slab prefabricated board
At laminated floor slab in-situ layer 2, the height of the H plastic-steel 7 is 100cm, just concordant with 3 bottom of laminated floor slab prefabricated board, described folded
The bottom template that precast floor slab 3 is the laminated floor slab in-situ layer 2 is closed, convenient for the whole stress balance formed after pouring.Through
Cross 10 days stand dry after, dismountable angle steel 4 and H-type plastic-steel 7, the angle steel 4 and H-type plastic-steel 7 removed may be reused,
The number of turnover saves material cost 60% up to 1000 times or more, for unit in charge of construction.
In conclusion a kind of assembled support construction of the utility model, without having solid supporting surface, without waiting
The lower layer of 7 days age strengths of cast-in-place cement reach 80% or more the fabricated construction installment work for just carrying out next layer, real
Assembled rapid construction is showed, with the fast advantage of every layer of fabricated construction rhythm；The support cost of the support construction is extremely low
Honest and clean, used angle steel, bolt, H-type plastic-steel can reuse, and installation and removal are extremely convenient；Below the support construction
There are sufficient spaces, are almost no impact to the movement of construction personnel, and for fitting up for interspersed construction extremely just
Benefit, the construction for greatly accelerating assembled project entirety hand over phase speed, save time cost and cost of labor.
Those skilled in the art will be clear that the scope of the utility model is not limited to example discussed above, it is possible to it
Several changes and modification are carried out, the scope of the utility model limited without departing from the appended claims.Although oneself is through attached
The utility model is illustrated and described in detail in figure and specification, but such illustrate and describe is only explanation or schematical,
And not restrictive.The utility model is not limited to the disclosed embodiments.
Claims (6)
1. a kind of assembled support construction, including precast beam (1), laminated floor slab prefabricated board (3), angle steel (4), bolt (5) and H-type
Plastic-steel (7), which is characterized in that be built-in with bolt hole (6) on the precast beam (1), the bolt (5) passes through the angle steel (4)
It is inserted into after the aperture on one side in the bolt hole (6) and connect the angle steel (4) with the precast beam (1), the H-type plastic-steel
(7) it is placed on a pair angle steel (4) being separately fixed on two precast beams (1), the laminated floor slab prefabricated board
(3) it is placed on the H-type plastic-steel (7).
2. a kind of assembled support construction according to claim 1, which is characterized in that have on angle steel (4) another side
Two block baffles (8) are fixedly installed in parallel.
3. a kind of assembled support construction according to claim 2, which is characterized in that the H-type plastic-steel (7) is placed in described
Between two block baffles (8).
4. a kind of assembled support construction according to claim 1, which is characterized in that the angle steel (4) include it is several right,
Every a pair angle steel (4) is evenly spaced to be fixed on the precast beam (1).
5. a kind of assembled support construction according to claim 4, which is characterized in that the H-type plastic-steel (7) is folded with described
It closes precast floor slab (3) bottom to flush, concrete is carried out on the precast beam (1) and the laminated floor slab prefabricated board (3) and is poured
Processing is built, the precast beam (1) and the laminated floor slab prefabricated board (3) form one.
6. a kind of assembled support construction according to claim 5, which is characterized in that the precast beam (1) and described folded
It closes precast floor slab (3) upper layer and forms laminated floor slab in-situ layer (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821595529.2U CN209277537U (en) | 2018-09-28 | 2018-09-28 | A kind of assembled support construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821595529.2U CN209277537U (en) | 2018-09-28 | 2018-09-28 | A kind of assembled support construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209277537U true CN209277537U (en) | 2019-08-20 |
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ID=67604065
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821595529.2U Active CN209277537U (en) | 2018-09-28 | 2018-09-28 | A kind of assembled support construction |
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| CN (1) | CN209277537U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575511A (en) * | 2022-03-11 | 2022-06-03 | 中铁第一勘察设计院集团有限公司 | Prefabricated floor system for thick plate conversion |
-
2018
- 2018-09-28 CN CN201821595529.2U patent/CN209277537U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114575511A (en) * | 2022-03-11 | 2022-06-03 | 中铁第一勘察设计院集团有限公司 | Prefabricated floor system for thick plate conversion |
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