CN214870505U - Stacking frame for placing vertical prefabricated components - Google Patents
Stacking frame for placing vertical prefabricated components Download PDFInfo
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- CN214870505U CN214870505U CN202120223195.1U CN202120223195U CN214870505U CN 214870505 U CN214870505 U CN 214870505U CN 202120223195 U CN202120223195 U CN 202120223195U CN 214870505 U CN214870505 U CN 214870505U
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Abstract
The utility model discloses a piling bin for placing vertical prefabricated components, which comprises a main frame body and a fixing device, wherein the fixing device comprises a bolt, two crossbeams which are parallel to each other and a plurality of sliding rods, the crossbeams are used for connecting vertical supporting rods on two sides of the main frame body, the two crossbeams are arranged along the height direction of the main frame body, a sliding space is formed between the two crossbeams, the sliding rods penetrate out of the sliding space and are arranged along the width direction of the main frame body, and the middle parts of the sliding rods can slide in the sliding space along the length direction of the crossbeams; the crossbeam is provided with a through groove, the middle part of the sliding rod is provided with a through hole, the through hole of the sliding rod is connected to the through groove of the crossbeam in a sliding manner, and the bolt penetrates through the through groove and the through hole to fix the sliding rod. The utility model discloses when can stacking the prefabricated component of multiple specification, can also reach the effect of stacking more stably according to the height of prefabricated component's altitude mixture control piling bin, protect the prefabricated component corner, avoid weak department cracked.
Description
Technical Field
The utility model relates to a construction technical field, concretely relates to a piling bin for placing vertical prefabricated component.
Background
The prefabricated concrete structure is a concrete structure formed by assembling/connecting prefabricated members serving as main stressed members. The assembled reinforced concrete structure is one of the important directions for the development of building structures in China, is beneficial to the development of industrialization of buildings in China, improves the production efficiency, saves energy, develops green and environment-friendly buildings, and is beneficial to improving and ensuring the quality of building engineering. Compared with a cast-in-place construction method, the assembly type PC structure is beneficial to green construction, because the assembly type construction can better meet the requirements of land saving, energy saving, material saving, water saving, environmental protection and the like of the green construction, the negative effects on the environment are reduced, including noise reduction, dust prevention, environmental pollution reduction, clean transportation, field interference reduction, water, electricity, material and other resources and energy sources, and the principle of sustainable development is followed. Moreover, the assembly type structure can continuously finish a plurality of or all working procedures of the engineering in sequence, thereby reducing the types and the quantity of the engineering machinery entering the field, eliminating idle time of procedure connection, realizing the three-dimensional crossing operation, reducing constructors, improving the working efficiency, reducing the material consumption, reducing the environmental pollution and providing the guarantee for green construction. In addition, the fabricated structure reduces construction waste (about 30% -40% of the total amount of urban waste) to a great extent, such as waste steel bars, waste iron wires, waste bamboo and wood, waste concrete and the like.
Scholars at home and abroad do a great deal of research work on the assembled PC structure and develop various assembled structural forms, such as unbonded prestressed assembled frames, hybrid connection assembled concrete frames, prefabricated structural steel fiber high-strength concrete frames, assembled integral steel reinforced concrete frames and the like. Due to the insufficient understanding of the earthquake resistance of the precast concrete structure in China, the research and the engineering application of the precast concrete structure have obvious gap compared with the advanced level in China, and the application of the precast concrete structure in an earthquake region is limited, so that the systematic research on the earthquake resistance of the precast concrete structure is urgently needed in China.
With the rapid development of the building industry, the requirement of green civilized construction is gradually improved, the construction technology of construction buildings is continuously improved, and more prefabricated assembled buildings appear. In the assembly type building engineering, the related prefabricated components are various in types, and the specifications of the vertical prefabricated components are different from each other. At present, the research on the fabricated building in China is relatively late and backward compared with the foreign start, the research on the seismic resistance and the construction process of the fabricated building structure is emphasized, and the attention to the material stacking problem of a construction site or a component factory is less.
The construction site or the component factory has no unified planning on the vertical prefabricated components involved in the engineering, so that the stacking randomness of the vertical prefabricated components for entering or processing and forming is strong, the occupied space is overlarge, the damage defects such as cracks, unfilled corners and the like of the vertical prefabricated components are serious, the site appearance is disordered, the lifting point of the vertical prefabricated components is extremely not beneficial to site lifting due to random stacking, the lifting efficiency is low, and the components are frequently damaged in the lifting process. The construction cost is indirectly increased, and hidden troubles are caused to the construction quality. In a word, the existing stacking mode cannot meet the stacking requirement of the vertical prefabricated components in the fabricated building. Therefore, a specific method and a corresponding device are required to solve the problem of stacking the prefabricated parts so as to achieve the expected construction effect.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide a piling bin for placing vertical prefabricated component when can stacking the prefabricated component of multiple specification, can also reach the effect of stacking more stably according to the height of prefabricated component's altitude mixture control piling bin.
For solving the technical problem, the utility model discloses the technical scheme who adopts does:
a piling bin for placing vertical prefabricated components comprises a main frame body and a fixing device, wherein the fixing device comprises bolts, two cross beams which are parallel to each other and a plurality of sliding rods, the cross beams are used for connecting vertical supporting rods on two sides of the main frame body, the two cross beams are arranged along the height direction of the main frame body, a sliding space is formed between the two cross beams, the sliding rods penetrate out of the sliding space and are arranged along the width direction of the main frame body, and the middle parts of the sliding rods can slide in the sliding space along the length direction of the cross beams; the cross beam is provided with a through groove, the middle part of the sliding rod is provided with a through hole, the through hole of the sliding rod is connected to the through groove of the cross beam in a sliding mode, and the bolt penetrates through the through groove and the through hole and is used for fixing the sliding rod.
As a further technical scheme of the above scheme, the vertical support rod is a telescopic rod and comprises a main rod and an auxiliary rod, and the fixing device is arranged on the auxiliary rod.
As a further technical solution of the above scheme, the number of the fixing devices is two, and the two fixing devices are respectively arranged on the main rod and the auxiliary rod.
According to a further technical scheme of the scheme, one end of the head of the sliding rod on the auxiliary rod is provided with an extension rod, one end of the extension rod is rotatably connected with one end of the head of the sliding rod on the auxiliary rod, and the other end of the extension rod is used for being connected with the sliding rod on the main rod.
As a further technical scheme of the above scheme, the other end of the extension rod is provided with a hook, and the hook is used for connecting a sliding rod on the main rod.
As a further technical scheme of the scheme, the vertical supporting rod and the extension rod are hydraulic telescopic rods.
As a further technical scheme of the scheme, lifting lugs are arranged at the tops of the vertical supporting rods on the two sides of the main frame body.
As a further technical scheme of the scheme, the transverse support rod at the bottom of the main frame body is an angle steel.
Compared with the prior art, the utility model, following advantage and beneficial effect have: the utility model provides a piling bin for placing vertical prefabricated component when can stacking the prefabricated component of multiple specification, can also reach the effect of stacking more stably according to the height of prefabricated component's altitude mixture control piling bin, protects the prefabricated component corner, avoids weak department cracked.
Drawings
Fig. 1 is a front view structure diagram of a piling bin for placing vertical prefabricated components.
Fig. 2 is a side view structure diagram of a piling bin for placing vertical prefabricated component.
Fig. 3 is a schematic top view of a cross beam of a stacking rack for placing vertical prefabricated parts according to the present invention.
Fig. 4 is a schematic structural view of a transverse support rod of a stacking rack for placing vertical prefabricated parts according to the present invention.
The explanation of each reference number in the figure is: 1-main frame body, 2-cross beam, 3-sliding rod, 4-vertical supporting rod, 5-bolt, 6-main rod, 7-auxiliary rod, 8-extension rod, 9-hook, 10-lifting lug, 11-transverse supporting rod and 12-protection pad.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, so as to further understand the concept, the technical problems to be solved, the technical features constituting the technical solutions, and the technical effects brought by the technical solutions of the present invention.
It should be understood that the description of these embodiments is illustrative and not restrictive in any way, and that the embodiments described are only some but not all embodiments of the invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present invention, provided in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of preferred embodiments of the invention. Based on the embodiments of the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Example (b): as shown in fig. 1 to 4, the stacking rack for placing vertical prefabricated components of the present invention comprises a main rack body 1 and further comprises a fixing device.
The fixing means comprise a bolt 5, two mutually parallel cross beams 2 and a plurality of sliding bars 3. Crossbeam 2 is used for connecting the vertical support 4 of 1 both sides of the body frame body, two crossbeam 2 sets up along 1 direction of height of the body frame body, two form the slip space between the crossbeam 2, slide bar 3 wears out the slip space and sets up along 1 width direction of the body frame body, 3 middle parts of slide bar can slide in the slip space along 2 length directions of crossbeam. A through groove is formed in the cross beam 2, a through hole is formed in the middle of the sliding rod 3, the through hole of the sliding rod 3 is connected in the through groove of the cross beam 2 in a sliding mode, and the bolt 5 penetrates through the through groove and the through hole and is used for fixing the sliding rod 3.
In this embodiment, the main frame body 1 is the triangle piling bin, set up fixing device on the main frame body 1, two crossbeams 2 that are parallel to each other among the fixing device are used for connecting vertical support rod 4, 2 one ends of crossbeam and the vertical support rod 4 of one side are connected, 2 other ends of crossbeam and the vertical support rod 4 of opposite side are connected, leave the slip space between two crossbeams 2 this moment, insert the slip space perpendicularly with a plurality of slide bars 3, be used for placing prefabricated component between two adjacent slide bars 3 this moment, and two adjacent slide bars 3 are used for centre gripping prefabricated component. And the sliding rod 3 can slide along the length direction of the cross beam 2 and is used for adapting to prefabricated parts with different specifications. When the slider is slid to a proper position, the bolts 5 are inserted from the through grooves on the cross member 2 and pass through the through holes on the slide bars 3 for fixing the slide bars 3, and at this time, the prefabricated parts can be more stably held.
In this embodiment, to the prefabricated component of different specifications, the device also can adjust different heights, and when fixing device's position was lower relatively, it was relatively poor to stack prefabricated component's stability, takes place to warp easily even collapses. This scheme sets up vertical support rod 4 into height-adjustable's telescopic link, including mobile jib 6 and the auxiliary rod 7 on upper portion of lower part, thereby the accessible was adjusted the height of auxiliary rod 7 relative mobile jib 6 and is increased vertical support rod 4's length this moment, and fixing device sets up on auxiliary rod 7, and fixing device also obtains improving along with auxiliary rod 7's promotion this moment to satisfy the prefabricated component of co-altitude not.
In this embodiment, in order to further improve the clamping stability, fixing devices are provided on the main rod 6 and the auxiliary rod 7, and the fixing devices on the two rods can clamp the prefabricated part respectively.
In this embodiment, an extension rod 8 is arranged at one end of the head of the sliding rod 3 on the auxiliary rod 7, when the auxiliary rod 7 moves upwards to a designated position, the length of the extension rod 8 is stretched, so that the bottom of the extension rod 8 is connected with the head of the sliding rod 3 below, the upper sliding rod 3 and the lower sliding rod 3 are connected through the extension rod 8, and the upper sliding rod 3 and the lower sliding rod 3 can be located on the same vertical line, so that the stability is increased.
In this embodiment, the tail end of the extension rod 8 is provided with the hook 9, the hook 9 is used for connecting the sliding rod 3 on the main rod 6, and the hook 9 is movably connected, so that the device is convenient to disassemble.
In this embodiment, set up vertical support rod 4 and elongation rod 8 as hydraulic telescoping rod, the last control valve that is provided with of hydraulic telescoping rod, when vertical support rod 4 and elongation rod 8 are tensile to the assigned position, start control valve and can fix vertical support rod 4 and elongation rod 8 more stably.
In this embodiment, in order to facilitate the crane to lift the device and the prefabricated part, the top of the vertical support rods 4 on both sides of the main frame body 1 are provided with lifting lugs 10.
In this embodiment, in order to improve the stability of the bottom of the main frame body 1, the transverse support bar 11 at the bottom of the main frame body 1 is an angle steel.
In this embodiment, since the corner of the prefabricated component is a weak point, the rigid contact is easy to deform or even break, and the arrangement is as follows: and a protection pad 12 for protecting the top angle of the prefabricated part is arranged on the inner side of the transverse supporting rod 11.
In the description of the present invention, it should be noted that the terms "inside", "outside", "upper", "lower", "horizontal", and the like indicate the directions or positional relationships based on the directions or positional relationships shown in the drawings, or the directions or positional relationships that the products of the present invention are conventionally placed when used, and are only for the convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance. Unless expressly stated or limited otherwise, the terms "disposed," "connected," "mounted," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The utility model provides a piling bin for placing vertical prefabricated component which characterized in that: the main frame comprises a main frame body (1) and a fixing device, wherein the fixing device comprises a bolt (5), two cross beams (2) which are parallel to each other and a plurality of sliding rods (3), the cross beams (2) are used for connecting vertical supporting rods (4) on two sides of the main frame body (1), the two cross beams (2) are arranged along the height direction of the main frame body (1), a sliding space is formed between the two cross beams (2), the sliding rods (3) penetrate out of the sliding space and are arranged along the width direction of the main frame body (1), and the middle parts of the sliding rods (3) can slide in the sliding space along the length direction of the cross beams (2); the cross beam (2) is provided with a through groove, the middle part of the sliding rod (3) is provided with a through hole, the through hole of the sliding rod (3) is connected to the through groove of the cross beam (2) in a sliding mode, and the bolt (5) penetrates through the through groove and the through hole to be used for fixing the sliding rod (3).
2. A piling bin for placing vertically prefabricated members, as recited in claim 1, wherein: the vertical support rod (4) is a telescopic rod, the vertical support rod (4) comprises a main rod (6) and an auxiliary rod (7), and the fixing device is arranged on the auxiliary rod (7).
3. A piling bin for placing vertically prefabricated members, as recited in claim 2, wherein: the number of the fixing devices is two, and the two fixing devices are respectively arranged on the main rod (6) and the auxiliary rod (7).
4. A stacking rack for placing vertical prefabricated parts according to claim 3, characterized in that: slide bar (3) head one end that is located on vice pole (7) is provided with extension rod (8), slide bar (3) head one end on extension rod (8) one end and vice pole (7) is rotated and is connected, slide bar (3) on extension rod (8) other end is used for connecting mobile jib (6).
5. A stacking rack for placing vertical prefabricated parts according to claim 4, characterized in that: the other end of the extension rod (8) is provided with a hook (9), and the hook (9) is used for connecting the sliding rod (3) on the main rod (6).
6. A stacking rack for placing vertical prefabricated parts according to claim 4, characterized in that: the vertical supporting rod (4) and the extension rod (8) are hydraulic telescopic rods.
7. A piling bin for placing vertically prefabricated members, as recited in claim 1, wherein: lifting lugs (10) are arranged at the tops of the vertical supporting rods (4) on the two sides of the main frame body (1).
8. A piling bin for placing vertically prefabricated members, as recited in claim 1, wherein: the transverse support rod (11) at the bottom of the main frame body (1) is an angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120223195.1U CN214870505U (en) | 2021-01-27 | 2021-01-27 | Stacking frame for placing vertical prefabricated components |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120223195.1U CN214870505U (en) | 2021-01-27 | 2021-01-27 | Stacking frame for placing vertical prefabricated components |
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| Publication Number | Publication Date |
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| CN214870505U true CN214870505U (en) | 2021-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120223195.1U Active CN214870505U (en) | 2021-01-27 | 2021-01-27 | Stacking frame for placing vertical prefabricated components |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288465A (en) * | 2022-08-23 | 2022-11-04 | 中建八局第一建设有限公司 | Assembled building component finished product protection system |
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2021
- 2021-01-27 CN CN202120223195.1U patent/CN214870505U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115288465A (en) * | 2022-08-23 | 2022-11-04 | 中建八局第一建设有限公司 | Assembled building component finished product protection system |
| CN115288465B (en) * | 2022-08-23 | 2023-07-25 | 中建八局第一建设有限公司 | Assembled building element finished product protection system |
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