CN210148053U - Prefabricated component piling bin of assembly type building - Google Patents
Prefabricated component piling bin of assembly type building Download PDFInfo
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- CN210148053U CN210148053U CN201920869178.8U CN201920869178U CN210148053U CN 210148053 U CN210148053 U CN 210148053U CN 201920869178 U CN201920869178 U CN 201920869178U CN 210148053 U CN210148053 U CN 210148053U
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Abstract
The utility model relates to an assembly type structure prefabricated component piling bin belongs to building engineering technical field. The cross arm beam is arranged on the upper end of the base support beam, and the lower end of the base support beam is fixedly arranged on the lower end of the upright; an inclined strut reinforcing rod is arranged between the upright post and the bottom joist; the cross arm beam is provided with a plurality of circular jacks along the axis direction, and the jacks are vertical to and horizontal to the axis of the cross arm beam; the anti-tilting device also comprises a cylindrical anti-tilting rod which is inserted in the insertion hole and used for preventing the prefabricated part from tilting; the two ends of the cross beam are integrally provided with mounting sleeves which are sleeved on the stand columns, the mounting sleeves are provided with pin shaft insertion holes which are matched with the through holes on the stand columns, and the cross beam is inserted and fixed on the stand columns by using pin shafts; the outer side surfaces of the two bottom joists are fixedly and vertically provided with lengthened anti-tilting rods. The utility model discloses have good controllability, can make the vertical hoist and mount of being convenient for of placing of building prefabricated component use. The utility model discloses good performance has.
Description
Technical Field
The utility model relates to an assembly type structure prefabricated component piling bin belongs to building engineering technical field.
Background
The prefabricated building is assembled by a plurality of building prefabricated components, and the prefabricated components are processed in a factory and then transported to a construction site. The prefabricated parts are generally required to be stored in construction sites, and the prefabricated parts are usually stacked in the prior art, so that the prefabricated parts are inconvenient to hoist and easy to damage. Although some stacking racks are available, the stacking racks have single function and have limitation in use.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an assembly type structure prefabricated component piling bin solves above-mentioned technical problem.
In order to realize the purpose, the utility model discloses a technical scheme is:
an assembly type stacking rack for prefabricated components of a building comprises a cross beam, upright posts and bottom joists, wherein the upright posts are positioned at two ends of the cross beam and provided with a plurality of through holes along the axis direction; an inclined strut reinforcing rod is arranged between the upright post and the bottom joist; the cross arm beam is provided with a plurality of circular jacks along the axis direction, and the jacks are vertical to and horizontal to the axis of the cross arm beam; the anti-tilting device also comprises a cylindrical anti-tilting rod which is inserted in the insertion hole and used for preventing the prefabricated part from tilting; the two ends of the cross beam are integrally provided with mounting sleeves which are sleeved on the stand columns, the mounting sleeves are provided with pin shaft insertion holes which are matched with the through holes on the stand columns, and the cross beam is inserted and fixed on the stand columns by using pin shafts; the outer side surfaces of the two bottom joists are fixedly and vertically provided with lengthened anti-tilting rods.
The utility model discloses technical scheme's further improvement lies in: the cross arm beam is provided with two cross arm beams, and the cross arm beams are made of square tubes.
The utility model discloses technical scheme's further improvement lies in: the cross arm beams are distributed up and down and arranged in parallel.
The utility model discloses technical scheme's further improvement lies in: the lengthened anti-roll bar is arranged on the vertical plane where the upright post is positioned.
The utility model discloses technical scheme's further improvement lies in: the length of the anti-falling rod is 40-80 cm.
The utility model discloses technical scheme's further improvement lies in: the jacks on the cross beam are uniformly distributed at the same interval.
The utility model discloses technical scheme's further improvement lies in: more than two stacking racks are arranged at intervals and are sequentially arranged for use.
Since the technical scheme is used, the utility model discloses the technological effect who gains has:
the utility model discloses the piling bin has set up the crosspiece roof beam, fixes on the stand through installation cover cooperation round pin axle cartridge, can make the high position of crosspiece roof beam adjust, is suitable for the not building prefabricated component of co-altitude. The anti-falling rod inserted on the cross beam can be inserted in different insertion holes according to actual requirements to realize the arrangement of different spacing distances. The two arrangements are matched together, so that the stacking rack is suitable for stacking building prefabricated parts with different specifications and sizes, and the stacking rack has good applicability.
The utility model discloses set up the extension perpendicularly and prevent the tilting bar at the lateral surface of two base joists is fixed, can play the effect that prevents this piling bin slope, guarantee the firm of this piling bin, and then guarantee building prefabricated component's safety.
The utility model discloses rational in infrastructure, have good controllability, can make the vertical placing of building prefabricated component after this piling bin uses, the hoist and mount of not only being convenient for are used, can also prevent that building prefabricated component from receiving the extrusion and damaging, and this piling bin can guarantee to build the safety of prefabricated component and save the space of stacking simultaneously. The utility model discloses good performance has.
Drawings
FIG. 1 is a perspective view of the present invention;
fig. 2 is a top view of the present invention;
fig. 3 is a schematic view of a cross arm of the present invention;
the anti-falling device comprises a cross beam 1, a cross beam 2, a stand column 3, a bottom joist 4, an inclined strut reinforcing rod 5, a jack 6, an anti-falling rod 7, an installation sleeve 8, a pin shaft jack 9, a pin shaft 10 and a lengthened anti-falling rod.
Detailed Description
The present invention will be described in further detail with reference to the following drawings and specific embodiments:
the utility model discloses an assembly type structure prefabricated component piling bin belongs to the building engineering field and does not have the frock that uses in specific assembly type structure field that says so. The following are specific examples:
the utility model relates to an assembly type structure prefabricated component piling bin, as shown in figure 1, figure 2, figure 3, this piling bin includes horizontal pole roof beam 1, stand 2 and base joist 3. Wherein, the bottom joist 3 is fixedly arranged at the lower end of the upright post 2, and the bottom joist 3 is positioned on the ground and fixed with the ground. The two ends of the cross beam 1 are matched with the upright post 2, can slide up and down along the upright post 2 to adjust the position and is fixedly connected with the upright post 2. And an inclined strut reinforcing rod 4 is arranged between the upright post 2 and the bottom joist 3, so that the stability of the piling bin is ensured.
The utility model discloses set up a plurality of circular shape jacks 5 on cross arm roof beam 1 and install in jack 5 interpolation and prevent down pole 6. The anti-falling rod 6 is circular and is used for limiting and limiting the building prefabricated part. Placing the building prefabricated part vertically between two anti-falling rods 6 can ensure that the building prefabricated part does not fall down when in a vertical state. The insertion holes 5 on the transverse beam 1 are arranged on the side and distributed along the axial direction, namely, the insertion holes 5 are arranged perpendicular to the axial line of the transverse beam 1 and are horizontally arranged. In specific implementation, the insertion holes 5 with proper distance are selected according to the thickness of the building prefabricated part to insert the anti-falling rods 6. Preferably, the insertion holes 5 of the cross beam 1 are uniformly spaced at the same distance. Under the general condition, the length of the anti-falling rod 6 is 40-80 cm, and the supporting and limiting effect on the building prefabricated part can be guaranteed.
The utility model provides a both ends an organic whole of cross arm roof beam 1 sets up installation cover 7, and cross arm roof beam 1 can the suit on stand 2 through installation cover 7, sets up round pin axle jack 8 in side 7 of installation cover 7. Meanwhile, a plurality of through holes are formed in the column 2 in the axial direction. During assembly, the mounting sleeve 7 is sleeved on the upright post 2 and is adjusted to a proper position according to the height of the building prefabricated part, and then the pin shaft 9 is inserted into the pin shaft insertion hole 8 and the through hole on the upright post 2, so that the fixing of the cross beam 1 and the upright post 2 is realized. As shown in particular in figure 3.
The utility model discloses set up extension perpendicularly at the fixed effect that prevents inclining 10 of lateral surface of two end joist 3, can play the effect that prevents this piling bin bank slope about. Typically, the elongated anti-roll bar 10 is placed on the vertical plane of the upright.
In the specific implementation of the present invention, the two cross beams 1 are usually disposed, and the two cross beams 1 are distributed up and down and disposed in parallel. The crossbar 1 is generally directly formed using a square pipe.
The utility model discloses a piling bin when using, need set up the piling bin interval more than two and arrange the use in proper order. The interval between the different piling racks is 6-10 m, and the setting is carried out according to the actual length of the building prefabricated part.
The utility model discloses the high position of crosspiece roof beam on the stand of piling bin can be adjusted, and the anti-falling pole of cartridge on the crosspiece roof beam can set up different spacing distance according to the actual demand, and above-mentioned two settings cooperate jointly to make this piling bin be applicable to stacking of the building prefabricated component of different specifications size, have good suitability.
The utility model discloses rational in infrastructure, have good controllability, can make the vertical placing of building prefabricated component after this piling bin uses, the hoist and mount of not only being convenient for are used, can also prevent that building prefabricated component from receiving the extrusion and damaging, and this piling bin can guarantee to build the safety of prefabricated component and save the space of stacking simultaneously. The utility model discloses good performance has.
Claims (7)
1. The utility model provides an assembled building prefabricated component piling bin which characterized in that: comprises a cross arm beam (1), upright posts (2) which are positioned at two ends of the cross arm beam (1) and are provided with a plurality of through holes along the axial direction, and a bottom joist (3) which is fixedly arranged at the lower end of the upright posts (2); an inclined strut reinforcing rod (4) is arranged between the upright post (2) and the bottom joist (3); the cross arm beam (1) is provided with a plurality of circular jacks (5) along the axial direction, and the jacks (5) are vertical to the axial line of the cross arm beam (1) and are horizontally arranged; the anti-tilting device also comprises a cylindrical anti-tilting rod (6) which is inserted in the insertion hole (5) and used for preventing the prefabricated part from tilting; the two ends of the cross arm beam (1) are integrally provided with a mounting sleeve (7) which is sleeved on the upright post (2), the mounting sleeve (7) is provided with a pin shaft jack (8) which is matched with the through hole on the upright post (2), and the cross arm beam (1) is inserted and fixed on the upright post (2) by using a pin shaft (9); the outer side surfaces of the two bottom joists (3) are fixedly and vertically provided with lengthened anti-tilting rods (10).
2. The prefabricated building component stacking rack of claim 1, wherein: the two cross-arm beams (1) are arranged, and the cross-arm beams (1) are made of square tubes.
3. The prefabricated building component stacking rack of claim 1, wherein: the transverse supporting beams (1) are distributed up and down and are arranged in parallel.
4. The prefabricated building component stacking rack of claim 1, wherein: the lengthened anti-roll bar (10) is arranged on the vertical plane where the upright post (2) is arranged.
5. The prefabricated building component stacking rack of claim 1, wherein: the length of the anti-falling rod (6) is 40-80 cm.
6. An assembly type building prefabricated component stacking rack according to any one of claims 1 to 5, wherein: the jacks (5) on the cross beam (1) are uniformly distributed at the same interval.
7. An assembly type building prefabricated component stacking rack according to any one of claims 1 to 5, wherein: more than two stacking racks are arranged at intervals and are sequentially arranged for use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920869178.8U CN210148053U (en) | 2019-06-11 | 2019-06-11 | Prefabricated component piling bin of assembly type building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920869178.8U CN210148053U (en) | 2019-06-11 | 2019-06-11 | Prefabricated component piling bin of assembly type building |
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| Publication Number | Publication Date |
|---|---|
| CN210148053U true CN210148053U (en) | 2020-03-17 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920869178.8U Active CN210148053U (en) | 2019-06-11 | 2019-06-11 | Prefabricated component piling bin of assembly type building |
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| CN (1) | CN210148053U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113830534A (en) * | 2021-09-07 | 2021-12-24 | 深圳市创新特科技有限公司 | Can fix support plate anchor clamps of a plurality of trays |
-
2019
- 2019-06-11 CN CN201920869178.8U patent/CN210148053U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113830534A (en) * | 2021-09-07 | 2021-12-24 | 深圳市创新特科技有限公司 | Can fix support plate anchor clamps of a plurality of trays |
| CN113830534B (en) * | 2021-09-07 | 2023-02-28 | 深圳市创新特科技有限公司 | Can fix support plate anchor clamps of a plurality of trays |
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