CN110886419A - Steel bar truss floor support plate support and construction method - Google Patents
Steel bar truss floor support plate support and construction method Download PDFInfo
- Publication number
- CN110886419A CN110886419A CN201910989252.4A CN201910989252A CN110886419A CN 110886419 A CN110886419 A CN 110886419A CN 201910989252 A CN201910989252 A CN 201910989252A CN 110886419 A CN110886419 A CN 110886419A
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- CN
- China
- Prior art keywords
- batten
- support
- steel bar
- beam side
- bar truss
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
Abstract
The invention relates to a steel bar truss floor support plate support and a construction method, which comprises a beam side template arranged between a support plate and a bottom support, wherein a first batten is arranged along the top of the beam side template, a second batten is arranged along the bottom of the beam side template, the first batten is connected with the bottom end of the support plate, the second batten is abutted against the bottom support, a back batten is arranged between the first batten and the second batten, and the back batten is abutted against the beam side template. The invention has the advantages of convenient installation, good fixing effect and low cost.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a steel bar truss floor support plate support and a construction method.
Background
The steel bar truss floor support plate is used as a floor slab member meeting the prefabrication rate requirement of an assembly type structure and is mainly used for a steel structure frame or a precast concrete frame structure generally. The steel structure frame structure is welded; a support frame is adopted mostly for precast concrete frame structure. If the welding connection is adopted, the construction period is long; if adopt the support frame, often adopt in the construction in the past to set up the mode of full hall scaffold frame in steel bar truss building carrier plate bottom and support, however the bottom of current steel bar truss building carrier plate is set up full hall scaffold frame and is not only taken a large amount of steel pipe scaffold frames, but also need a large amount of manpowers, the time is set up, to this kind of self of steel bar truss building carrier plate have exempt from to prop up the mould characteristic, it will be a very big waste only to set up full hall scaffold frame from construction safety angle.
Disclosure of Invention
Therefore, the technical problem to be solved by the invention is to overcome the problems of long construction period and high cost in the prior art, so that the support for the steel bar truss floor bearing plate and the construction method are short in construction period and low in cost.
In order to solve the technical problem, the support for the steel bar truss floor bearing plate comprises a beam side template arranged between the bearing plate and a bottom support, wherein a first batten is arranged along the top of the beam side template, a second batten is arranged along the bottom of the beam side template, the first batten is connected with the bottom end of the bearing plate, the second batten leans against the bottom support, a back batten is arranged between the first batten and the second batten, and the back batten leans against the beam side template.
In one embodiment of the present invention, the sideform is fastened by the back and a plurality of steel pipes and tie bolts.
In one embodiment of the invention, the plurality of steel pipes are respectively arranged above and below the split bolts, and the steel pipes abut against the back.
In one embodiment of the present invention, a length extending direction of the steel pipe and a length extending direction of the split bolt are perpendicular to each other.
In one embodiment of the invention, the back side is vertically arranged, the top end of the back side abuts against the first batten, and the bottom end of the back side abuts against the second batten.
In one embodiment of the invention, the carrier plate includes a first rebar and a second rebar positioned below the first rebar.
In one embodiment of the present invention, the first batten and the second batten are fixed on the beam side formwork through a connecting member.
In one embodiment of the invention, the length extension direction of the first batten and the second batten is perpendicular to the length extension direction of the bearing plate.
The invention also provides a construction method of the steel bar truss floor bearing plate support, which comprises the following steps: step S1: arranging a bottom support below a carrier plate, and arranging a steel bar truss floor carrier plate support in any one of claims 1-6 between the bottom support and the carrier plate; step S2: and pouring concrete in the beam side template, and removing the bottom support and the steel bar truss floor bearing plate support after the strength of the concrete meets the requirement.
In one embodiment of the invention, when the steel bar truss floor bearing plate support is arranged, a beam side template is arranged between the bottom support and the bearing plate; then, mounting a first batten on the top of the beam side template, fixing the first batten on the beam side template and the bottom of the bearing plate 11, mounting a second batten on the bottom of the beam side template, and fixing the second batten on the beam side template; secondly, a back side is arranged between the first batten and the second batten and is fixed on the beam side template.
Compared with the prior art, the technical scheme of the invention has the following advantages:
the support comprises a beam side template arranged between a support plate and a bottom support, wherein a first batten is arranged along the top of the beam side template, a second batten is arranged along the bottom of the beam side template, the first batten is connected with the bottom end of the support plate, the second batten is abutted against the bottom support, a back batten is arranged between the first batten and the second batten, and the back batten is abutted against the beam side template, so that the stability of the beam side template is ensured.
Drawings
In order that the present disclosure may be more readily and clearly understood, reference is now made to the following detailed description of the embodiments of the present disclosure taken in conjunction with the accompanying drawings, in which
Fig. 1 is a schematic view of a steel bar truss floor deck support of the present invention.
The specification reference numbers indicate: 11-bearing plate, 11A-first steel bar, 11B-second steel bar, 12-bottom support, 20-beam side template, 21-first batten, 22-second batten, 23-back batten, 24-steel pipe and 25-split bolt.
Detailed Description
Example one
As shown in fig. 1, the embodiment provides a steel bar truss floor support plate support, including setting up the roof beam side form 20 between carrier plate 11 and bottom sprag 12, wherein follow the top of roof beam side form 20 is equipped with first flitch 21, follows the bottom of roof beam side form 20 is equipped with second flitch 22, first flitch 21 with the bottom of carrier plate 11 links to each other, second flitch 22 supports and leans on bottom sprag 12, be equipped with the back 23 between first flitch 21 and the second flitch 22, back 23 supports and leans on roof beam side form 20.
This embodiment steel bar truss building carrier plate support, including setting up the roof beam side form 20 between carrier plate 11 and bottom sprag 12, wherein follow roof beam side form 20's top is equipped with first flitch 21, follows roof beam side form 20's bottom is equipped with second flitch 22, first flitch 21 with carrier plate 11's bottom links to each other, second flitch 22 supports and leans on bottom sprag 12 is last, first flitch 21 with be equipped with the back 23 between the second flitch 22, the back 23 supports and leans on roof beam side form 20, thereby has guaranteed roof beam side form 20's stability, whole device simple to operate, not only construction cycle is short, and is fixed effectual moreover, material saving, therefore with low costs.
The beam side template 20 is a U-shaped groove, the top surface of the beam side template 20 supports against the bottom surface of the bearing plate 11, the bottom surface of the beam side template 20 supports against the top surface of the bottom support 12, and after the whole device is fixed, concrete can be poured into the beam side template 20, so that the stability of the whole device is guaranteed. The side sill template 20 is fastened by the back 23, a plurality of steel pipes 24, and tie bolts 25, thereby contributing to securing stability. Specifically, the plurality of steel pipes 24 are respectively arranged above and below the split bolts 25, and the steel pipes 24 abut against the back 23. The length extension direction of the steel pipe 24 is perpendicular to the length extension direction of the split bolt 25, thereby facilitating the fixing of the beam-side formwork 20. The back 23 is vertically arranged, the top end of the back 23 abuts against the first batten 21, and the bottom end of the back 23 abuts against the second batten 22, so that the stability of the back 23 is guaranteed.
The bearing plate 11 comprises a first steel bar 11A and a second steel bar 11B positioned below the first steel bar 11A, and because a template supporting system of a cast-in-place concrete slab is eliminated by the steel bar truss floor bearing plate, the truss steel bars are used as the plate steel bars, and the construction efficiency of a concrete structure is improved. The first batten 21 and the second batten 22 are fixed on the beam side formwork 20 through connecting pieces, so that the connecting stability can be ensured, wherein the connecting pieces can be steel nails. The length extension direction of the first batten 21 and the second batten 22 is perpendicular to the length extension direction of the carrier plate 11, so that the back 23 is fixed conveniently.
Example two
The embodiment provides a construction method of a steel bar truss floor bearing plate support, which is used for construction by using the steel bar truss floor bearing plate support in the embodiment one, and specifically comprises the following steps: step S1: arranging a bottom support 12 below a bearing plate 11, and arranging a steel bar truss floor bearing plate support between the bottom support and the bearing plate; step S2: and pouring concrete in the beam side template, and removing the bottom support and the steel bar truss floor bearing plate support after the strength of the concrete meets the requirement.
When the steel bar truss floor bearing plate support is arranged, a beam side template 20 is arranged between the bottom support 12 and the bearing plate 11; then, mounting a first batten 21 on the top of the beam-side template 20, fixing the first batten 21 on the beam-side template 20 and the bottom of the bearing plate 11, mounting a second batten 22 on the bottom of the beam-side template 20, and fixing the second batten 22 on the beam-side template 20; secondly, a back 23 is arranged between the first batten 21 and the second batten 22, and the back 23 is fixed on the beam side template 20, so that the support is firmly fixed between the bottom support 12 and the bearing plate 11.
It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the invention.
Claims (10)
1. The utility model provides a steel bar truss building carrier plate support which characterized in that: including setting up the roof beam side form between carrier plate and bottom sprag, wherein follow the top of roof beam side form is equipped with first flitch, follows the bottom of roof beam side form is equipped with the second flitch, first flitch with the bottom of carrier plate links to each other, the second flitch supports and leans on the bottom sprag, first flitch with be equipped with the back of the body between the second flitch, the back of the body supports and leans on the roof beam side form.
2. The steel bar truss floor deck support of claim 1, wherein: the beam side template is fastened through the back, a plurality of steel pipes and split bolts.
3. The steel bar truss floor deck support of claim 2, wherein: the steel pipes are respectively arranged above and below the split bolts and abut against the back.
4. The steel bar truss floor deck support of claim 3, wherein: the length extension direction of the steel pipe is perpendicular to the length extension direction of the split bolt.
5. The steel bar truss floor deck support of claim 2, wherein: the back is vertically arranged, the top end of the back is abutted against the first batten, and the bottom end of the back is abutted against the second batten.
6. The steel bar truss floor deck support of claim 1, wherein: the carrier plate includes a first reinforcement and a second reinforcement positioned below the first reinforcement.
7. The steel bar truss floor deck support of claim 1, wherein: the first battens and the second battens are fixed on the beam side template through connecting pieces.
8. The steel bar truss floor deck support of claim 7, wherein: the length extending direction of the first batten and the length extending direction of the second batten are perpendicular to the length extending direction of the bearing plate.
9. A construction method of a steel bar truss floor support plate support is characterized by comprising the following steps: the method comprises the following steps:
step S1: arranging a bottom support below a bearing plate, and arranging a steel bar truss floor bearing plate support in any one of claims 1-8 between the bottom support and the bearing plate;
step S2: and pouring concrete in the beam side template, and removing the bottom support and the steel bar truss floor bearing plate support after the strength of the concrete meets the requirement.
10. The construction method of the steel bar truss floor deck support according to claim 9, wherein the construction method comprises the following steps: when the steel bar truss floor support plate supports are arranged, a beam side template is installed between the bottom support and the support plate; then, mounting a first batten on the top of the beam side template, fixing the first batten on the beam side template and the bottom of the bearing plate 11, mounting a second batten on the bottom of the beam side template, and fixing the second batten on the beam side template; secondly, a back side is arranged between the first batten and the second batten and is fixed on the beam side template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910989252.4A CN110886419A (en) | 2019-10-17 | 2019-10-17 | Steel bar truss floor support plate support and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910989252.4A CN110886419A (en) | 2019-10-17 | 2019-10-17 | Steel bar truss floor support plate support and construction method |
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| Publication Number | Publication Date |
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| CN110886419A true CN110886419A (en) | 2020-03-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201910989252.4A Pending CN110886419A (en) | 2019-10-17 | 2019-10-17 | Steel bar truss floor support plate support and construction method |
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| CN (1) | CN110886419A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101556334B1 (en) * | 2015-05-14 | 2015-09-30 | 주식회사 반석티브이에스 | Form assembly for ribbed slab and construction method of ribbed slab using the same |
| CN108625486A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure edge support node structure of steel bar girder plate |
| CN108625488A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss plate end support node structure and construction method |
| CN110258886A (en) * | 2019-07-02 | 2019-09-20 | 长沙而道新能源科技有限公司 | A kind of construction method of steel bar truss floor support plate |
-
2019
- 2019-10-17 CN CN201910989252.4A patent/CN110886419A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101556334B1 (en) * | 2015-05-14 | 2015-09-30 | 주식회사 반석티브이에스 | Form assembly for ribbed slab and construction method of ribbed slab using the same |
| CN108625486A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure edge support node structure of steel bar girder plate |
| CN108625488A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of detachable reinforcing steel truss plate end support node structure and construction method |
| CN110258886A (en) * | 2019-07-02 | 2019-09-20 | 长沙而道新能源科技有限公司 | A kind of construction method of steel bar truss floor support plate |
Non-Patent Citations (1)
| Title |
|---|
| 张永平等: "《建筑与装饰施工工艺》", 31 August 2018 * |
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Application publication date: 20200317 |
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