CN212265804U - Prefabricated wall component piling bin - Google Patents
Prefabricated wall component piling bin Download PDFInfo
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- CN212265804U CN212265804U CN202020431199.4U CN202020431199U CN212265804U CN 212265804 U CN212265804 U CN 212265804U CN 202020431199 U CN202020431199 U CN 202020431199U CN 212265804 U CN212265804 U CN 212265804U
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- piling bin
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Abstract
The utility model provides a prefabricated wall component piling bin, include: the device comprises a base, a vertical supporting piece, two top horizontal pieces and a plurality of adjustable supporting pieces; wherein the bottom of the vertical support is connected with the base; the two top horizontal pieces are arranged at the top of the vertical supporting piece at intervals along the vertical direction; each adjustable supporting piece is inserted and locked in a gap between the two top horizontal pieces in a longitudinally adjustable mode. The utility model provides a prefabricated wall component piling bin sets up a plurality of adjustable support piece through the clearance between two top horizontal components, can be according to the interval between each adjustable support piece of the size of a dimension adjustment of prefabricated wall component in order to satisfy the outrigger to the prefabricated wall component of different grade type, keeps the balance of a plurality of components to place, has effectively practiced thrift the security that the prefabricated wall component was stacked in the construction place also.
Description
Technical Field
The utility model relates to a building engineering technical field particularly, relates to a prefabricated wall component piling bin.
Background
In recent years, the nation has put forward to develop assembly type buildings vigorously, promote the adjustment and upgrade of industrial structures, and improve the quality of life of the masses by using the assembly type buildings which are applicable, economical, safe, green and beautiful, and the assembly type buildings are paid more and more attention.
In the triangular component stacking rack used in the traditional technology, one component stacking rack can only stack one prefabricated component, and the component stacking rack is in hard contact with a building PC prefabricated component, so that the building PC prefabricated component is easily damaged. Construction site tends to narrowly nowadays, and the prefabricated assembly rate lasts to increase, and prefabricated component quantity correspondingly increases, and component storage yard problem needs attention urgently, and single component piling bin can not satisfy the site operation needs yet.
Disclosure of Invention
In view of this, the utility model provides a prefabricated wall component piling bin aims at solving among the prior art single component piling bin and is difficult to stack multiple prefabricated component simultaneously and causes the problem that needs occupy a large amount of construction sites.
The utility model provides a prefabricated wall component piling bin, include: a base, a vertical supporting piece,
Two top horizontal members and a plurality of adjustable support members; wherein the bottom of the vertical support is connected with the base; the two top horizontal pieces are arranged at the top of the vertical supporting piece at intervals along the vertical direction; each adjustable supporting piece is inserted and locked in a gap between the two top horizontal pieces in a longitudinally adjustable mode.
Further, in the above prefabricated wall component stacking rack, the adjustable supporting member is locked in the gap between the two top horizontal members by a locking member.
Further, in the precast wall component stacking rack, the locking member is a trapezoidal pin.
Furthermore, in the precast wall component piling bin, square holes are formed in the positions, in contact with the top horizontal part, of the two sides of the adjustable supporting piece.
Further, in the prefabricated wall component stacking rack, each adjustable supporting piece is longitudinally and symmetrically inserted into a gap between two top horizontal pieces.
Furthermore, in the precast wall component piling bin, a protective sleeve is wrapped outside the adjustable supporting piece.
Further, in the precast wall component piling bin, the protective sleeve is a rubber sleeve.
Further, in the above prefabricated wall component stacking rack, the base includes: two longitudinal rods and one transverse rod; the two longitudinal rod pieces are arranged at two ends of the transverse rod piece in parallel.
Further, in the above prefabricated wall component stacking rack, the vertical supporting member includes: the two vertical rod pieces are arranged in parallel and the two inclined rod pieces are arranged in a crossed manner; the bottoms of the two vertical rod pieces are respectively connected with the two ends of the base, one end of each inclined rod piece is connected with the top of the vertical rod piece, and the other end of each inclined rod piece is connected with one end, located on the opposite side of the vertical rod piece, of the base.
Furthermore, in the precast wall component stacking rack, a reinforcing piece is obliquely arranged between the vertical rod piece and the base.
The utility model provides a prefabricated wall component piling bin sets up a plurality of adjustable support piece through the clearance between two top horizontal components, can be according to the interval between each adjustable support piece of the size of a dimension adjustment of prefabricated wall component in order to satisfy the outrigger to the prefabricated wall component of different grade type, keeps the balance of a plurality of components to place, has effectively practiced thrift the security that the prefabricated wall component was stacked in the construction place also.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to refer to like parts throughout the drawings. In the drawings:
fig. 1 is a schematic perspective view of a stacking rack for prefabricated wall components according to an embodiment of the present invention;
fig. 2 is a schematic side elevation view of a stacking rack for prefabricated wall components according to an embodiment of the present invention;
fig. 3 is a front structural schematic view of the prefabricated wall component stacking rack provided by the embodiment of the utility model.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that, in the present invention, the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the accompanying drawings in conjunction with embodiments.
Referring to fig. 1, the utility model discloses prefabricated wall component piling bin includes: the device comprises a base 1, a vertical supporting piece 2, two top horizontal pieces 3 and a plurality of adjustable supporting pieces 4; wherein, the bottom of the vertical supporting piece 2 is connected with the base 1; the two top horizontal pieces 3 are arranged at the top of the vertical support piece 2 at intervals along the vertical direction; each of the adjustable supporting members 4 is inserted and locked in a gap between two of the top horizontal members 3 in a longitudinally adjustable manner.
Specifically, base 1 can be plate structure or plane frame construction, and it can choose for use Q235 channel-section steel preparation, and its concrete structure can include: two longitudinal bars 11 and one transverse bar 12; wherein, two longitudinal bars 11 are arranged in parallel at both ends of the transverse bar 12. Of course, the base 1 may also adopt other forms of structures, so as to play a role of stable support.
The two vertical rod pieces 21 are located at two ends of the transverse rod piece 12 of the base 1, and the bottoms of the two vertical rod pieces 21 can be respectively connected with the middle of the longitudinal rod piece 11 of the base 1 in a welding mode. A reinforcing piece 5 is obliquely arranged between the vertical rod piece 21 and the base 1. The reinforcement 5 is obliquely arranged between the two ends of the vertical rod 21 and the longitudinal rod 11 of the base 1 to form a triangular support frame, so as to ensure that the whole bottom support structure is more stable.
Two inclined rods 22 of the vertical support member 2 are crosswise arranged between the vertical rod 21 and the transverse rod 12 of the base 1, and two triangular structures are formed between the transverse rod 12 of the base and the vertical rod 21 of the vertical support member 2, so that the stability of the whole structure is improved.
The two top horizontal members 3 may be welded between the two vertical bars 21, and the two top horizontal members 3 maintain a certain gap in the vertical direction, which may be determined according to the thickness of the adjustable support member 4 to be inserted. The top horizontal member 3 may be of a rod structure.
With reference to fig. 2 and 3, the adjustable support 4 may be a rod or plate structure. In this embodiment, the number of the adjustable supporting members 4 may be determined according to actual conditions, and the distance between the adjustable supporting members 4 may be determined according to the size of the prefabricated wall panel component, and then the adjustable supporting members 4 may be locked. Each of the adjustable supporting members 4 is longitudinally and symmetrically inserted into the gap between the two top horizontal members 3. That is, the adjustable support member 4 is divided into two symmetrical parts in the longitudinal direction by the top horizontal member 3 to ensure balance when stacking the prefabricated wall elements.
Each adjustable support 4 can be locked in the gap between two of the top horizontal members 3 by means of a locking member 6. The locking member 6 may be a wedge-shaped structure, and in this embodiment, the locking member 6 may be a trapezoidal pin. The pin can be an iron pin, and the thickness of the iron pin is not less than 10mm, so that a strong stress effect is achieved.
Correspondingly, the parts of both sides of the adjustable supporting member 4 contacting with the top horizontal member 3 are provided with square holes (not shown in the figure). Locking member 6 inserts and locates in the quad slit of adjustable support piece 4 both sides, can lock adjustable support piece 4 in the both sides of top horizontal component 3, and locking structure is simple, low cost and simple operation.
Furthermore, the outer part of the adjustable supporting piece 4 is wrapped with a protective sleeve 7 to prevent the prefabricated wall component from being damaged during stacking.
The utility model provides a preparation of Q235 channel-section steel can be chooseed for use to each part of prefabricated wall component piling bin, for example its body frame size can be for long 3000mm wide 1800mm high 1800mm, adjustable support piece 4 can choose for use the specification for long 1000mm wide 70mm high 30 mm's area quad slit foundry goods, and twelve prefabricated components can be stacked to whole piling bin, can effectively practice thrift the construction site. When the adjustable prefabricated wall panel component is used, after the distance between any two adjustable supporting pieces 4 is adjusted according to the size of the prefabricated wall panel component, the locking pieces 6 are inserted into two sides of each adjustable supporting piece 4 to lock the adjustable supporting pieces 4, and then each prefabricated wall panel component can be clamped between any two adjustable supporting pieces 4.
The aforesaid obviously can be derived, the prefabricated wall component piling bin that provides in this embodiment sets up a plurality of adjustable support piece through the clearance between two top horizontal components, can be according to the interval between each adjustable support piece of prefabricated wall component's size of a dimension adjustment in order to satisfy the outrigger to the prefabricated wall component of different grade type, keeps the balance of a plurality of components to place, has effectively practiced thrift the security that the construction site had also guaranteed the prefabricated wall component and stacked.
It will be apparent to those skilled in the art that various changes and modifications may be made without departing from the spirit and scope of the invention. Thus, if such modifications and variations of the present invention fall within the scope of the claims and their equivalents, the present invention is also intended to include such modifications and variations.
Claims (10)
1. A precast wall component piling bin, comprising: a base, a vertical supporting piece,
Two top horizontal members and a plurality of adjustable support members; wherein the content of the first and second substances,
the bottom of the vertical supporting piece is connected with the base;
the two top horizontal pieces are arranged at the top of the vertical supporting piece at intervals along the vertical direction;
each adjustable supporting piece is inserted and locked in a gap between the two top horizontal pieces in a longitudinally adjustable mode.
2. The precast wall element piling bin of claim 1 wherein said adjustable support member is locked in a gap between two of said top horizontal members by a locking member.
3. The precast wall member piling bin of claim 2 wherein the locking member is a trapezoidal pin.
4. The precast wall component piling bin of claim 1, wherein a square hole is formed at a contact portion of both sides of the adjustable supporting member with the top horizontal member.
5. The precast wall element piling bin of claim 1 wherein each of said adjustable support members is longitudinally symmetrically inserted in a gap between two of said top horizontal members.
6. A precast wall element piling bin according to claim 1 wherein the adjustable support member is externally wrapped with a protective sleeve.
7. A prefabricated wall component piling bin according to claim 6 wherein said protective sleeve is a rubber sleeve.
8. The precast wall member piling bin of any one of claims 1 to 7 wherein the base includes: two longitudinal rods and one transverse rod; wherein the content of the first and second substances,
the two longitudinal rod pieces are arranged at two ends of the transverse rod piece in parallel.
9. The precast wall member piling bin of any one of claims 1 to 7 wherein the vertical support member comprises: the two vertical rod pieces are arranged in parallel and the two inclined rod pieces are arranged in a crossed manner; wherein the content of the first and second substances,
the bottoms of the two vertical rod pieces are respectively connected with the two ends of the base, one end of each inclined rod piece is connected with the top of the vertical rod piece, and the other end of each inclined rod piece is connected with one end, located on the opposite side of the vertical rod piece, of the base.
10. The precast wall member piling bin of claim 9 wherein a reinforcing member is obliquely disposed between the vertical rod member and the base.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020431199.4U CN212265804U (en) | 2020-03-30 | 2020-03-30 | Prefabricated wall component piling bin |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020431199.4U CN212265804U (en) | 2020-03-30 | 2020-03-30 | Prefabricated wall component piling bin |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212265804U true CN212265804U (en) | 2021-01-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202020431199.4U Active CN212265804U (en) | 2020-03-30 | 2020-03-30 | Prefabricated wall component piling bin |
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| CN (1) | CN212265804U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112607220A (en) * | 2021-01-08 | 2021-04-06 | 中国建筑第二工程局有限公司 | Prefabricated shear wall stacking support |
-
2020
- 2020-03-30 CN CN202020431199.4U patent/CN212265804U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112607220A (en) * | 2021-01-08 | 2021-04-06 | 中国建筑第二工程局有限公司 | Prefabricated shear wall stacking support |
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