CN112607220A - Prefabricated shear wall stacking support - Google Patents
Prefabricated shear wall stacking support Download PDFInfo
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- CN112607220A CN112607220A CN202110025640.8A CN202110025640A CN112607220A CN 112607220 A CN112607220 A CN 112607220A CN 202110025640 A CN202110025640 A CN 202110025640A CN 112607220 A CN112607220 A CN 112607220A
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- connecting plate
- cross beams
- shear wall
- distance
- horizontal connecting
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- 230000000712 assembly Effects 0.000 claims abstract description 17
- 238000000429 assembly Methods 0.000 claims abstract description 17
- 238000000034 method Methods 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 abstract description 8
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 238000005336 cracking Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D61/00—External frames or supports adapted to be assembled around, or applied to, articles
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D81/00—Containers, packaging elements, or packages, for contents presenting particular transport or storage problems, or adapted to be used for non-packaging purposes after removal of contents
- B65D81/02—Containers, packaging elements, or packages, for contents presenting particular transport or storage problems, or adapted to be used for non-packaging purposes after removal of contents specially adapted to protect contents from mechanical damage
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D85/00—Containers, packaging elements or packages, specially adapted for particular articles or materials
- B65D85/30—Containers, packaging elements or packages, specially adapted for particular articles or materials for articles particularly sensitive to damage by shock or pressure
- B65D85/46—Containers, packaging elements or packages, specially adapted for particular articles or materials for articles particularly sensitive to damage by shock or pressure for bricks, tiles or building blocks
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D85/00—Containers, packaging elements or packages, specially adapted for particular articles or materials
- B65D85/62—Containers, packaging elements or packages, specially adapted for particular articles or materials for stacks of articles; for special arrangements of groups of articles
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A prefabricated shear wall stacking support comprises a base, a stand column, an upper cross beam, a lower cross beam, an upper limiting assembly and a lower limiting assembly; two upright columns are connected to the two sides of the base and are close to the rear end of the base; inclined struts are respectively arranged at the front side and the rear side of each upright post; the two upper cross beams are respectively connected between the upper parts of the two upright posts; the two lower cross beams are connected between the middle parts of the two upright posts; at least two pairs of upper limit component are arranged between the two upper cross beams at intervals; the distance between each pair of upper limiting assemblies is adapted to the thickness of the prefabricated shear wall to be stored; the upper limiting component is adjustable along the transverse direction; the lower limiting assemblies are at least two pairs and are arranged between the two lower cross beams at intervals, and the lower limiting assemblies and the upper limiting assemblies are arranged correspondingly; the lower limiting component is adjustable along the transverse direction. The invention solves the technical problems that the traditional vertical prefabricated part is deformed and cracked in the stacking process, occupies large area and is not beneficial to the plane arrangement of a construction site.
Description
Technical Field
The invention belongs to the technical field of construction engineering construction, and particularly relates to a stacking support for prefabricated shear walls.
Background
Different from a cast-in-place building, the prefabricated member storage and transportation links are added in the construction process of the fabricated building, which is a very important problem but is often ignored, and the members can deform and crack in the storage and transportation processes, so that the final service performance of the building is directly influenced. At present, the prefabricated shear wall is mostly horizontally laid without using a support, and according to design requirements, the stacking of the shear wall is consistent with the stacking of the shear wall in formal use, the horizontal laying rechecks the design requirements, so that cracks are easily generated, and the quality of components is influenced. In addition, the stacking is generally not more than 3 layers when the building is horizontally placed, the floor area is large when the building is stacked, the floor layout of a construction site is not facilitated, and meanwhile, the land saving requirement of green construction is not met. Therefore, a stacking support of the vertical shear wall is needed, and the components in the transportation and storage links are not damaged.
Disclosure of Invention
The invention aims to provide a stacking support for a prefabricated shear wall, which aims to solve the technical problems that a traditional vertical prefabricated part is deformed and cracked in the stacking process, occupies a large area and is not beneficial to the planar arrangement of a construction site.
In order to achieve the purpose, the invention adopts the following technical scheme.
A prefabricated shear wall stacking support comprises a base, a stand column, an upper cross beam and a lower cross beam; the device also comprises an upper limit component and a lower limit component; the two upright posts are connected to the two sides of the base and are close to the rear end of the base; inclined struts are respectively arranged on the front side and the rear side of each upright post; the two upper cross beams are respectively connected between the upper parts of the two stand columns, and the two upper cross beams are arranged at intervals along the vertical direction; the two lower cross beams are respectively connected between the middle parts of the two stand columns, and the two lower cross beams are arranged at intervals along the vertical direction; at least two pairs of upper limit component are arranged between the two upper cross beams at intervals; the distance between each pair of upper limiting assemblies is adapted to the thickness of the prefabricated shear wall to be stored; the upper limiting assembly is adjustable along the transverse direction; the lower limiting assemblies are at least two pairs and are arranged between the two lower cross beams at intervals, and the lower limiting assemblies and the upper limiting assemblies are arranged correspondingly; the lower limiting assembly is adjustable along the transverse direction.
Preferably, the base comprises a longitudinal support and a transverse support; the two longitudinal supports are arranged at intervals along the transverse direction, and the distance between the two longitudinal supports is 4000 mm-5000 mm; the transverse struts are arranged in a group and are arranged between the two longitudinal struts at intervals along the longitudinal direction; the distance between two adjacent cross braces is 600 mm-1000 mm.
Preferably, the distance between the upright post and the rear end of the base is 800-1000 mm; the distance between the front ends of the upright post and the base ranges from 1800mm to 2200 mm.
Preferably, the distance between the two upper cross beams is 40 mm-50 mm; the distance between the two lower cross beams is 40 mm-50 mm.
Preferably, the upper limit component comprises an upper limit rod, an upper vertical connecting plate, an upper horizontal connecting plate and an upper bolt plate; the upper vertical connecting plate is arranged close to the front side surfaces of the two upper cross beams; the upper limiting rod is vertically connected to the middle of the front side face of the upper vertical connecting plate; the upper horizontal connecting plate is vertically connected to the middle of the rear side face of the upper vertical connecting plate, and penetrates through a gap between the two upper cross beams; first jacks are arranged on the upper horizontal connecting plate at positions exceeding the rear side face of the upper cross beam at intervals along the transverse direction; the upper bolt plate is provided with a group which is correspondingly inserted into the first jack; each upper bolt plate is wedge-shaped.
Preferably, the thickness of the upper horizontal connecting plate is adapted to the distance between the two upper cross beams.
Preferably, the lower limiting component comprises a lower limiting rod, a lower vertical connecting plate, a lower horizontal connecting plate and a lower bolt plate; the lower vertical connecting plate is arranged close to the front side surfaces of the two lower cross beams; the lower limiting rod is vertically connected to the middle of the front side face of the lower vertical connecting plate; the lower horizontal connecting plate is vertically connected to the middle of the rear side face of the lower vertical connecting plate, and penetrates through a gap between the two lower cross beams; second jacks are arranged below the position, exceeding the rear side face of the lower cross beam, of the lower horizontal connecting plate at intervals along the transverse direction; the lower bolt plates are provided with a group and are correspondingly inserted into the second jacks; each lower bolt plate is wedge-shaped.
Preferably, the thickness of the lower horizontal connecting plate is adapted to the distance between the two lower cross beams.
Compared with the prior art, the invention has the following characteristics and beneficial effects.
1. The prefabricated shear wall stacking support can solve the problems of deformation, cracking and the like of a vertical prefabricated part in the stacking process; meanwhile, the stacked prefabricated shear wall has small floor area, is beneficial to the plane arrangement of a construction site, and can also ensure the stacking safety and economy.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic structural view of placing a prefabricated shear wall on the prefabricated shear wall stacking bracket of the invention.
FIG. 2 is a schematic structural view of an upper cross member and a lower cross member disposed between vertical columns according to the present invention.
Fig. 3 is a schematic diagram of the structure of the upper limit bit component in the present invention.
Fig. 4 is a schematic structural view of the lower limit assembly of the present invention.
Reference numerals: 1-base, 1.1-longitudinal support, 1.2-transverse support, 2-upright post, 3-upper cross beam, 4-lower cross beam, 5-upper limit component, 5.1-upper limit rod, 5.2-upper vertical connecting plate, 5.3-upper horizontal connecting plate, 5.4-upper bolt plate, 6-lower limit component, 6.1-lower limit rod, 6.2-lower vertical connecting plate, 6.3-lower horizontal connecting plate, 6.4-lower bolt plate, 7-diagonal support, 8-prefabricated shear wall, 9-first jack, 10-second jack and 11-baffle.
Detailed Description
As shown in fig. 1-4, the prefabricated shear wall stacking bracket comprises a base 1, a column 2, an upper cross beam 3 and a lower cross beam 4; the device also comprises an upper limit component 5 and a lower limit component 6; the two upright posts 2 are connected to two sides of the base 1 and close to the rear end of the base 1; inclined struts 7 are respectively arranged at the front side and the rear side of each upright post 2; the two upper cross beams 3 are respectively connected between the upper parts of the two upright posts 2, and the two upper cross beams 3 are arranged at intervals along the vertical direction; the two lower cross beams 4 are respectively connected between the middle parts of the two upright posts 2, and the two lower cross beams 4 are arranged at intervals along the vertical direction; at least two pairs of upper limiting assemblies 5 are arranged between the two upper cross beams 3 at intervals; the distance between each pair of upper limiting assemblies 5 is adapted to the thickness of the prefabricated shear wall 8 to be stored; the upper limiting assembly 5 is adjustable along the transverse direction; at least two pairs of lower limiting assemblies 6 are arranged between the two lower cross beams 4 at intervals, and the lower limiting assemblies 6 are arranged corresponding to the upper limiting assemblies 5; the lower limiting assembly 6 is adjustable along the transverse direction.
In this embodiment, the base 1 includes a longitudinal support 1.1 and a transverse support 1.2; two longitudinal supports 1.1 are arranged at intervals along the transverse direction, and the distance between the two longitudinal supports 1.1 is 4000 mm-5000 mm; the transverse struts 1.2 are provided with one group and are arranged between the two longitudinal struts 1.1 at intervals along the longitudinal direction; the distance between two adjacent cross braces 1.2 is 600 mm-1000 mm.
In the embodiment, the distance between the upright post 2 and the rear end of the base 1 is 800 mm-1000 mm; the distance between the upright post 2 and the front end of the base 1 is 1800 mm-2200 mm.
In the embodiment, the distance between the two upper cross beams 3 is 40-50 mm; the distance between the two lower cross beams 4 is 40 mm-50 mm.
In this embodiment, the upper limiting assembly 5 includes an upper limiting rod 5.1, an upper vertical connecting plate 5.2, an upper horizontal connecting plate 5.3, and an upper bolt plate 5.4; the upper vertical connecting plate 5.2 is arranged close to the front side surfaces of the two upper cross beams 3; the upper limiting rod 5.1 is vertically connected to the middle of the front side face of the upper vertical connecting plate 5.2; the upper horizontal connecting plate 5.3 is vertically connected to the middle of the rear side face of the upper vertical connecting plate 5.2, and the upper horizontal connecting plate 5.3 penetrates through a gap between the two upper cross beams 3; first jacks 9 are arranged on the parts of the upper horizontal connecting plates 5.3, which exceed the rear side surface of the upper cross beam 3, at intervals along the transverse direction; the upper bolt plates 5.4 are provided with a group and are correspondingly inserted into the first jacks 9; each upper latch plate 5.4 is wedge-shaped.
In this embodiment, the thickness of the upper horizontal connecting plate 5.3 is adapted to the distance between the two upper beams 3.
In this embodiment, the lower limiting assembly 6 includes a lower limiting rod 6.1, a lower vertical connecting plate 6.2, a lower horizontal connecting plate 6.3, and a lower latch plate 6.4; the lower vertical connecting plate 6.2 is arranged close to the front side surfaces of the two lower cross beams 4; the lower limiting rod 6.1 is vertically connected to the middle of the front side face of the lower vertical connecting plate 6.2; the lower horizontal connecting plate 6.3 is vertically connected to the middle of the rear side face of the lower vertical connecting plate 6.2, and the lower horizontal connecting plate 6.3 penetrates through a gap between the two lower cross beams 4; a second jack 10 is arranged below the part of the lower horizontal connecting plate 6.3, which exceeds the rear side surface of the lower cross beam 4, at intervals along the transverse direction; the lower bolt plates 6.4 are provided with a group and are correspondingly inserted into the second jacks 10; each lower latch plate 6.4 is wedge-shaped.
In this embodiment, the thickness of the lower horizontal connecting plate 6.3 is adapted to the distance between the two lower cross beams 4.
In this embodiment, the length of the lower limiting rod 6.1 is not less than 500 mm; the length of the upper limiting rod 5.1 is not less than 500 mm.
In this embodiment, the upper part of the upright post 2 and the two sides of the upper cross beam 3 are respectively provided with a baffle 11; the length of the baffle 11 is not less than 300 mm.
In this embodiment, the height of the upright post 2 is 1800 mm-2200 mm.
Claims (8)
1. A prefabricated shear wall stacking support comprises a base (1), a stand column (2), an upper cross beam (3) and a lower cross beam (4); the method is characterized in that: the device also comprises an upper limit component (5) and a lower limit component (6); the two upright posts (2) are connected to the two sides of the base (1) and are close to the rear end position of the base (1); inclined struts (7) are respectively arranged at the front side and the rear side of each upright post (2); the two upper cross beams (3) are respectively connected between the upper parts of the two upright posts (2), and the two upper cross beams (3) are arranged at intervals along the vertical direction; the two lower cross beams (4) are respectively connected between the middle parts of the two upright posts (2), and the two lower cross beams (4) are arranged at intervals along the vertical direction; at least two pairs of upper limiting assemblies (5) are arranged between the two upper cross beams (3) at intervals; the distance between each pair of upper limiting assemblies (5) is adapted to the thickness of the prefabricated shear wall (8) to be stored; the upper limiting assembly (5) is adjustable along the transverse direction; at least two pairs of lower limiting assemblies (6) are arranged between the two lower cross beams (4) at intervals, and the lower limiting assemblies (6) are arranged corresponding to the upper limiting assembly (5); the lower limiting component (6) is adjustable along the transverse direction.
2. The precast shear wall stacking support of claim 1, wherein: the base (1) comprises a longitudinal support (1.1) and a transverse support (1.2); the two longitudinal supports (1.1) are arranged at intervals along the transverse direction, and the distance between the two longitudinal supports (1.1) is 4000-5000 mm; the transverse struts (1.2) are provided with one group and are arranged between the two longitudinal struts (1.1) at intervals along the longitudinal direction; the distance between two adjacent cross braces (1.2) is 600 mm-1000 mm.
3. The precast shear wall stacking support of claim 1, wherein: the distance between the upright post (2) and the rear end of the base (1) is 800 mm-1000 mm; the distance between the upright post (2) and the front end of the base (1) is 1800 mm-2200 mm.
4. The precast shear wall stacking support of claim 1, wherein: the distance between the two upper cross beams (3) is 40-50 mm; the distance between the two lower cross beams (4) is 40 mm-50 mm.
5. The precast shear wall stacking support of claim 1, wherein: the upper limiting assembly (5) comprises an upper limiting rod (5.1), an upper vertical connecting plate (5.2), an upper horizontal connecting plate (5.3) and an upper bolt plate (5.4); the upper vertical connecting plate (5.2) is tightly attached to the front side surfaces of the two upper cross beams (3); the upper limiting rod (5.1) is vertically connected to the middle of the front side face of the upper vertical connecting plate (5.2); the upper horizontal connecting plate (5.3) is vertically connected to the middle of the rear side face of the upper vertical connecting plate (5.2), and the upper horizontal connecting plate (5.3) penetrates through a gap between the two upper cross beams (3); first jacks (9) are arranged on the upper horizontal connecting plate (5.3) beyond the rear side surface of the upper cross beam (3) at intervals along the transverse direction; the upper bolt plates (5.4) are provided with a group and are correspondingly inserted into the first jacks (9); each upper bolt plate (5.4) is wedge-shaped.
6. The precast shear wall stacking support of claim 5, wherein: the thickness of the upper horizontal connecting plate (5.3) is adapted to the distance between the two upper cross beams (3).
7. The precast shear wall stacking support of claim 1, wherein: the lower limiting assembly (6) comprises a lower limiting rod (6.1), a lower vertical connecting plate (6.2), a lower horizontal connecting plate (6.3) and a lower bolt plate (6.4); the lower vertical connecting plate (6.2) is tightly attached to the front side surfaces of the two lower cross beams (4); the lower limiting rod (6.1) is vertically connected to the middle of the front side face of the lower vertical connecting plate (6.2); the lower horizontal connecting plate (6.3) is vertically connected to the middle of the rear side face of the lower vertical connecting plate (6.2), and the lower horizontal connecting plate (6.3) penetrates through a gap between the two lower cross beams (4); second jacks (10) are arranged below the parts of the lower horizontal connecting plates (6.3) exceeding the rear side surface of the lower cross beam (4) at intervals along the transverse direction; the lower bolt plates (6.4) are provided with a group and are correspondingly inserted into the second jacks (10); each lower latch plate (6.4) is wedge-shaped.
8. The precast shear wall stacking support of claim 7, wherein: the thickness of the lower horizontal connecting plate (6.3) is adapted to the distance between the two lower cross beams (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110025640.8A CN112607220A (en) | 2021-01-08 | 2021-01-08 | Prefabricated shear wall stacking support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110025640.8A CN112607220A (en) | 2021-01-08 | 2021-01-08 | Prefabricated shear wall stacking support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112607220A true CN112607220A (en) | 2021-04-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110025640.8A Withdrawn CN112607220A (en) | 2021-01-08 | 2021-01-08 | Prefabricated shear wall stacking support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112607220A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002337923A (en) * | 2001-05-21 | 2002-11-27 | National House Industrial Co Ltd | Architectural composite panel conveying device |
| CN204416055U (en) * | 2015-01-05 | 2015-06-24 | 任丘市永基建筑安装工程有限公司 | A kind of prefabricated panel pallet |
| CN205150628U (en) * | 2015-10-30 | 2016-04-13 | 中建科技（福州）有限公司 | Precast concrete wall body rack |
| CN106428986A (en) * | 2016-11-08 | 2017-02-22 | 江苏金贸科技发展有限公司 | Releasable assembly transport frame for PC (polycarbonate) members |
| CN206437403U (en) * | 2016-11-16 | 2017-08-25 | 大连三川建筑科技有限公司 | A kind of precast concrete wall panel stacking bracket |
| CN208813825U (en) * | 2018-06-12 | 2019-05-03 | 苏州杰通建筑工业有限公司 | A kind of precast concrete wall panel shelf |
| CN210947779U (en) * | 2019-09-04 | 2020-07-07 | 中国建筑第二工程局有限公司 | Prefabricated shear wall reserved joint bar positioning device and positioning structure thereof |
| CN212265804U (en) * | 2020-03-30 | 2021-01-01 | 中国二十冶集团有限公司 | Prefabricated wall component piling bin |
-
2021
- 2021-01-08 CN CN202110025640.8A patent/CN112607220A/en not_active Withdrawn
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002337923A (en) * | 2001-05-21 | 2002-11-27 | National House Industrial Co Ltd | Architectural composite panel conveying device |
| CN204416055U (en) * | 2015-01-05 | 2015-06-24 | 任丘市永基建筑安装工程有限公司 | A kind of prefabricated panel pallet |
| CN205150628U (en) * | 2015-10-30 | 2016-04-13 | 中建科技（福州）有限公司 | Precast concrete wall body rack |
| CN106428986A (en) * | 2016-11-08 | 2017-02-22 | 江苏金贸科技发展有限公司 | Releasable assembly transport frame for PC (polycarbonate) members |
| CN206437403U (en) * | 2016-11-16 | 2017-08-25 | 大连三川建筑科技有限公司 | A kind of precast concrete wall panel stacking bracket |
| CN208813825U (en) * | 2018-06-12 | 2019-05-03 | 苏州杰通建筑工业有限公司 | A kind of precast concrete wall panel shelf |
| CN210947779U (en) * | 2019-09-04 | 2020-07-07 | 中国建筑第二工程局有限公司 | Prefabricated shear wall reserved joint bar positioning device and positioning structure thereof |
| CN212265804U (en) * | 2020-03-30 | 2021-01-01 | 中国二十冶集团有限公司 | Prefabricated wall component piling bin |
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Application publication date: 20210406 |
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