CN113622652A - Independent tower supporting unit of beam slab node in cast-in-place concrete supporting system - Google Patents
Independent tower supporting unit of beam slab node in cast-in-place concrete supporting system Download PDFInfo
- Publication number
- CN113622652A CN113622652A CN202110954674.5A CN202110954674A CN113622652A CN 113622652 A CN113622652 A CN 113622652A CN 202110954674 A CN202110954674 A CN 202110954674A CN 113622652 A CN113622652 A CN 113622652A
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- China
- Prior art keywords
- supporting
- tower type
- type supporting
- independent tower
- independent
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Classifications
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
- E04G11/46—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings of hat-like or trough-like shape encasing a rib or the section between two ribs or encasing one rib and its adjacent flat floor or ceiling section
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
- E04G11/50—Girders, beams, or the like as supporting members for forms
Abstract
The invention relates to a beam slab node independent tower type supporting unit in a concrete cast-in-place supporting system, which structurally comprises a plurality of independent tower type supporting units which are uniformly arranged at intervals along the length direction of each beam and are respectively provided with a bottom die of a supporting beam and bottom dies of two side plates at corresponding positions. The invention has the advantages that: the structure design is reasonable, the independent tower type supporting units are not connected with other supports into a whole, the position of the tower type supporting units and the height of the bearing conversion beam are adjusted according to the position and the height of a field beam during assembly, the operation is convenient and efficient, meanwhile, the tower type supporting units which are independently erected are not limited by the modulus of the plate buckling frame 300, the space between different structural components can be better adapted, and meanwhile, the problem that a beam plate node template cannot be integrally supported is solved due to the use of the bearing conversion beam.
Description
Technical Field
The invention relates to a beam slab node independent tower type supporting unit in a concrete cast-in-place supporting system.
Background
With the continuous development of formwork support construction processes, a large number of support structures are used in building construction. The planar arrangement of support structures in building construction is generally centered on the beams.
The traditional construction method in the prior art still has the problems of high construction difficulty, low efficiency, increased material investment and the like, the supporting units are generally connected into a whole, are limited by the modulus of the disc buckling frame 300, cannot effectively adapt to the space between different structural members, and also has the problem that the beam slab node templates cannot be integrally supported.
Disclosure of Invention
The invention provides a beam slab node independent tower type supporting unit in a concrete cast-in-place supporting system, and aims to overcome the defects in the prior art, simplify the operation, improve the efficiency, improve the applicability and realize the integrated support of a beam slab node template.
The technical solution of the invention is as follows: the structure of the independent tower type supporting unit for the beam slab joint in the concrete cast-in-place supporting system comprises a bottom die and a plurality of independent tower type supporting units, wherein the bottom die is uniformly arranged along the length direction of each beam at intervals and used for supporting the beams, and the bottom dies of two side plates at corresponding positions are arranged.
Preferably, the tower-type supporting unit comprises a bearing conversion beam supported below a bottom die of the beam, two ends of the bottom surface of the bearing conversion beam are respectively connected with the top end of an adjustable support A, the bottom end of the adjustable support A is connected with the top end of a vertical rod, and the bottom end of the vertical rod is fixed on the ground.
Preferably, a plurality of parallel horizontal rods are uniformly connected between the vertical rods from top to bottom, and a vertical inclined rod is further connected between one end point of each two adjacent horizontal rods opposite to each other.
Preferably, the two ends of the top surface of the bearing conversion beam are respectively connected with the bottom end of a conversion vertical rod, the top end of the conversion vertical rod is connected with the bottom end of the B adjustable support, and the top ends of the B adjustable supports on the two sides respectively support the bottom die of the plates on the two sides of the B.
The invention has the advantages that: the structure design is reasonable, the independent tower type supporting units are not connected with other supports into a whole, the position of the tower type supporting units and the height of the bearing conversion beam are adjusted according to the position and the height of a field beam during assembly, the operation is convenient and efficient, meanwhile, the tower type supporting units which are independently erected are not limited by the modulus of the plate buckling frame 300, the space between different structural components can be better adapted, and meanwhile, the problem that a beam plate node template cannot be integrally supported is solved due to the use of the bearing conversion beam.
Drawings
Fig. 1 is a schematic structural diagram of a beam slab node independent tower type supporting unit in the concrete cast-in-place supporting system.
Fig. 2 is a perspective view of fig. 1.
In the figure, 1 is a load-bearing conversion beam, 2 is a conversion vertical rod, 3 is an A adjustable supporting strut, 3' is a B adjustable supporting strut, 4 is a vertical rod, 5 is a horizontal rod, 6 is a vertical inclined rod, A is a plate, and B is a beam.
Detailed Description
The present invention will be described in further detail with reference to examples and specific embodiments.
As shown in fig. 1 and 2, the beam-slab joint independent tower-type supporting unit in a concrete cast-in-place supporting system structurally comprises a plurality of independent tower-type supporting units which are uniformly arranged along the length direction of each beam B at intervals and support the bottom moulds of the beams B and the bottom moulds of two side plates a at corresponding positions.
The tower type supporting unit comprises a bearing conversion beam 1 supported below a bottom die of a beam B, two ends of the bottom surface of the bearing conversion beam 1 are respectively connected with the top end of an adjustable supporting strut 3A, the bottom end of the adjustable supporting strut 3A is connected with the top end of a vertical rod 4, and the bottom end of the vertical rod 4 is fixed on the ground.
A plurality of parallel horizontal rods 5 are uniformly connected between the vertical rods 4 at two sides from top to bottom, and a vertical inclined rod 6 is further connected between opposite end points of two adjacent horizontal rods 5.
The two ends of the top surface of the bearing conversion beam 1 are respectively connected with the bottom end of a conversion vertical rod 2, the top end of the conversion vertical rod 2 is connected with the bottom end of an adjustable supporting strut B3 ', and the top ends of the adjustable supporting struts B3' on the two sides respectively support the bottom die of the plate A on the two sides of the plate B.
According to the structure, the independent tower type supporting units are not connected with other supports into a whole, during assembly, the positions of the tower type supporting units and the height of the bearing conversion beam 1 are adjusted according to the position and the height of the on-site beam B, the operation is convenient and efficient, meanwhile, the independently erected tower type supporting units are not limited by the modulus of the plate buckling frame 300, the space between different structural components can be better adapted, and meanwhile, the problem that a beam plate node template cannot be integrally supported is solved due to the use of the bearing conversion beam 1.
All the above components are prior art, and those skilled in the art can use any model and existing design that can implement their corresponding functions.
The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, various changes and modifications can be made without departing from the inventive concept of the present invention, and these changes and modifications are all within the scope of the present invention.
Claims (4)
1. The utility model provides an independent tower supporting element of beam slab node in cast-in-place braced system of concrete which characterized in that includes along the length direction of every roof beam (B) even interval set up and a plurality of independent tower supporting element of die block of a supporting beam (B) and the corresponding position both sides board (A).
2. The independent tower type supporting unit of the beam slab joint in the concrete cast-in-place supporting system according to claim 1, wherein the tower type supporting unit comprises a bearing conversion beam (1) supported below a bottom die of a beam (B), two ends of the bottom surface of the bearing conversion beam (1) are respectively connected with the top end of an A adjustable supporting strut (3), the bottom end of the A adjustable supporting strut (3) is connected with the top end of a vertical rod (4), and the bottom end of the vertical rod (4) is fixed on the ground.
3. The independent tower type supporting unit of the beam slab joint in the concrete cast-in-place supporting system according to claim 2, wherein a plurality of parallel horizontal rods (5) are uniformly connected between the vertical rods (4) at two sides from top to bottom, and a vertical inclined rod (6) is further connected between one end point of each two adjacent horizontal rods (5) which is opposite to each other.
4. The independent tower-type supporting unit of beam slab joint in a concrete cast-in-place supporting system according to claim 2 or 3, characterized in that two ends of the top surface of the load-bearing conversion beam (1) are respectively connected with the bottom end of a conversion vertical rod (2), the top end of the conversion vertical rod (2) is connected with the bottom end of a B adjustable supporting strut (3 '), and the top ends of the B adjustable supporting struts (3') on two sides are respectively used for supporting the bottom die of the slab (A) on two sides of the beam (B).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110954674.5A CN113622652A (en) | 2021-08-19 | 2021-08-19 | Independent tower supporting unit of beam slab node in cast-in-place concrete supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110954674.5A CN113622652A (en) | 2021-08-19 | 2021-08-19 | Independent tower supporting unit of beam slab node in cast-in-place concrete supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113622652A true CN113622652A (en) | 2021-11-09 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110954674.5A Pending CN113622652A (en) | 2021-08-19 | 2021-08-19 | Independent tower supporting unit of beam slab node in cast-in-place concrete supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113622652A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114352007A (en) * | 2022-01-18 | 2022-04-15 | 无锡信泰模架科技有限公司 | Construction method of unit type supporting and early-dismantling formwork system |
| CN114352006A (en) * | 2022-01-18 | 2022-04-15 | 无锡信泰模架科技有限公司 | Modular recyclable construction process for concrete slab pouring construction |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2372396Y (en) * | 1998-11-05 | 2000-04-05 | 无锡市远东建筑材料公司 | Shuttering supporting device |
| CN108756220A (en) * | 2018-05-25 | 2018-11-06 | 上海建工七建集团有限公司 | Cast-in-place concrete rib-beam floor frame falsework and its construction method |
| CN210032599U (en) * | 2019-01-28 | 2020-02-07 | 湖南五恒模架股份有限公司 | Beam-slab common supporting unit in beam-slab structure concrete cast-in-place supporting system |
| CN210459963U (en) * | 2019-08-01 | 2020-05-05 | 湖南五恒模架股份有限公司 | Plate girder cast-in-place formwork support system |
-
2021
- 2021-08-19 CN CN202110954674.5A patent/CN113622652A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2372396Y (en) * | 1998-11-05 | 2000-04-05 | 无锡市远东建筑材料公司 | Shuttering supporting device |
| CN108756220A (en) * | 2018-05-25 | 2018-11-06 | 上海建工七建集团有限公司 | Cast-in-place concrete rib-beam floor frame falsework and its construction method |
| CN210032599U (en) * | 2019-01-28 | 2020-02-07 | 湖南五恒模架股份有限公司 | Beam-slab common supporting unit in beam-slab structure concrete cast-in-place supporting system |
| CN210459963U (en) * | 2019-08-01 | 2020-05-05 | 湖南五恒模架股份有限公司 | Plate girder cast-in-place formwork support system |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114352007A (en) * | 2022-01-18 | 2022-04-15 | 无锡信泰模架科技有限公司 | Construction method of unit type supporting and early-dismantling formwork system |
| CN114352006A (en) * | 2022-01-18 | 2022-04-15 | 无锡信泰模架科技有限公司 | Modular recyclable construction process for concrete slab pouring construction |
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