CN207374992U - The accumulating stent of concrete plate-type component - Google Patents
The accumulating stent of concrete plate-type component Download PDFInfo
- Publication number
- CN207374992U CN207374992U CN201720513893.9U CN201720513893U CN207374992U CN 207374992 U CN207374992 U CN 207374992U CN 201720513893 U CN201720513893 U CN 201720513893U CN 207374992 U CN207374992 U CN 207374992U
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- CN
- China
- Prior art keywords
- plate
- type component
- accumulating
- stent
- bottom frame
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model is related to construction engineering technical fields, more particularly to a kind of accumulating stent of concrete plate-type component, including bottom frame and upper beam, spaced apart tilting beam is provided between bottom frame and upper beam, the tilting beam of both sides is in top is close, lower part is arranged away from formula, and face where the tilting beam of both sides is equal with vertical angle, and the stair cross bar convenient for climbing is provided between the bottom frame and upper beam of end.The utility model takes full advantage of the structure of accumulating stent, and component or personal damage caused by can preventing operating personnel's climbing component ensure safety, the fast hoisting of plate-type component, and can guarantee the safety in transportation and storage of plate-type component.
Description
Technical field
The utility model is related to construction engineering technical field, more particularly to a kind of accumulating stent of concrete plate-type component.
Background technology
Assembled architecture refers to be transported to the building that assembled in situ forms with the component for the production that is prefabricated in the factory, be applied because it has
A variety of advantages such as work speed is fast, climate conditionality is small, concrete quality is stablized have obtained broad development with answering in recent years
With.Equipment hoistings, the current prefabricated components storage brackets such as the larger component generally use tower crane of prefabricated panel equidimension are mostly
Vertical support frame since scantling is larger, is connected to the suspension hook above component and is often difficult to load and unload, moreover, operating personnel climbs
Component cargo shackle also be easy to cause personnel and component loss.
Utility model content
The purpose of this utility model is to provide a kind of accumulating stent of concrete plate-type component, convenient for the peace of prefabricated components
Full lifting.
In order to achieve the above object, the technical solution adopted in the utility model is：A kind of accumulating branch of concrete plate-type component
Frame including bottom frame and upper beam, is provided with spaced apart tilting beam, the tilting beam of both sides is in top between bottom frame and upper beam
Close, lower part is arranged away from formula, and face where the tilting beam of both sides is equal with vertical angle, positioned at the bottom frame of end and upper
The stair cross bar convenient for climbing is provided between crossbeam.
Compared with prior art, there are following technique effects for the utility model：During the board-like lifting component of concrete, operation people
Member can be climbed through stair cross bar onto upper beam, and the lifting of plate-type component is aided in position, and after plate-type component lifting in place
Dismounting is located at the suspension hook above plate-type component, at this point, upper beam provides the job platform for stablizing safety for operating personnel.Accumulating
When, the inclination of concrete plate-type component is ridden against on tilting beam, and upper beam provides good support for the top of tilting beam.So
The structure of upper beam is taken full advantage of, can prevent operating personnel from climbing component or personal damage caused by component, is ensured board-like
Safety, the fast hoisting of component, and can guarantee the safety in transportation and storage of plate-type component.
Description of the drawings
The content expressed by each attached drawing of this specification and the mark in figure are briefly described below：
Fig. 1 is the dimensional structure diagram of the utility model；
Fig. 2 is the dimensional structure diagram of supporting block；
Fig. 3 is the front view of supporting block.
In figure：10. bottom frame, 11. cross bars, 12. vertical poles, 20. upper beams, 30. tilting beams, 40. stair cross bars, 50. upright bars,
60. supporting block, 61. top plates, support plate in 62., 63. outer support plates, connecting plate in 64., 65. outside link plates, 70. handrails.
Specific embodiment
Below in conjunction with the accompanying drawings, by the description of the embodiment, making to specific embodiment of the present utility model further detailed
It describes in detail bright.
A kind of accumulating stent of concrete plate-type component, as shown in Figure 1, including bottom frame 10 and upper beam 20,10 He of bottom frame
Be provided with spaced apart tilting beam 30 between upper beam 20, the tilting beams 30 of both sides in top is close, lower part is arranged away from formula,
And the 30 place face of tilting beam of both sides is equal with vertical angle, such upper beam 20 can provide for the top of tilting beam 30
Good support.The stair cross bar 40 convenient for climbing is provided between the bottom frame 10 of end and upper beam 20.Like this,
Operating personnel can be climbed through stair cross bar 40 onto upper beam 20, in the board-like lifting component of concrete, aid in plate-type component
Lifting positioning, and plate-type component lifting in place, inclination ride against on tilting beam 30 after, dismounting be located at plate-type component above
Suspension hook.That is, upper beam 20 can both provide enough supports for plate-type component, stored up with the safety for ensureing plate-type component
Fortune, and good job platform can be provided for operating personnel, component or personnel's damage caused by preventing operating personnel's climbing component
Wound ensures safety, the fast hoisting of plate-type component.
Specifically, bottom frame 10 is made of cross bar 11, the vertical pole 12 in same level, cross bar 11 intersects vertically with vertical pole 12
Formula connects, and upright bar 50 is provided between the junction and upper beam 20 of cross bar 11 and vertical pole 12.Cross bar 11 and vertical pole 12 are located at same
In one horizontal plane, the contact area of bottom frame 10 and ground can guarantee, so as to which the stabilization for ensureing bottom frame 10 is shelved.Upright bar 50 can be into
One step increases the structural strength of accumulating stent, so as to ensure plate-type component secure storage and transport.
As shown in Figure 1,11 parallel interval of cross bar sets two, arranged for interval is indulged on the end of cross bar 11 and shaft therebetween
Bar 12 sets stair cross bar 40 between two upright bars 50 of end.It is so compact-sized reasonable, convenient for the making of accumulating stent
With popularization and application.In order to further facilitate operating personnel's speeling stairway cross bar 40, also set respectively in two upright bars 50 of end
It is parallel to the handrail 70 of upright bar length direction.
Referring to Fig. 1 to Fig. 3, supporting block 60, the branch are equipped with the outside of tilting 30 junction of beam on the bottom frame 10
For the top plate 61 of bracer 60 in the skewed arrangement that outside is high, inside is low, the inside and outside both sides of top plate 61 are vertically arranged with support plate respectively
62nd, 63, the bottom of support plate 62,63 is outwards folded into connecting plate 64,65 respectively, and connecting plate 64,65 is fixedly connected on bottom frame 10.
Top plate 61, which is obliquely installed, can increase its contact area with plate-type component bottom surface, and plate-type component is allow steadily to be shelved on branch
On bracer 60.Specifically, the supporting block 60 is fixedly connected on the top surface at 12 both ends of vertical pole.The top plate of the supporting block 60
61 places face are perpendicular to tilting 30 place face of beam.The structure of so supporting block 60 is simple, can be adopted according to the thickness of plate-type component
It is bent and made with steel bar, pressed the bottom of concrete plate-type component and be stacked on top plate 61,61 place face of top plate and tilting 30 institute of beam
Inside plate-type component facade and tilting beam 30, outside plate-type component and inside plate-type component vertically can be then further ensured that in face
It well reclines, so as to ensure the safety in transportation and storage of plate-type component.Can also rubber be set in the lateral surface of tilting beam 30 and top plate 61
Buffer layer with prevent plate-type component because transportational process jolt occur surface damage.
Claims (7)
1. a kind of accumulating stent of concrete plate-type component, including bottom frame (10) and upper beam (20), bottom frame (10) and upper beam
(20) be provided with spaced apart tilting beam (30) between, the tilting beams (30) of both sides in top is close, lower part is arranged away from formula,
And face where the tilting beam (30) of both sides is equal with vertical angle, it is characterised in that：Positioned at the bottom frame (10) of end and upper
The stair cross bar (40) convenient for climbing is provided between crossbeam (20).
2. the accumulating stent of concrete plate-type component according to claim 1, it is characterised in that：Bottom frame (10) is by same water
Cross bar (11), vertical pole (12) composition in plane, cross bar (11) are connected with vertical pole (12) formula of intersecting vertically, cross bar (11) and vertical pole
(12) upright bar (50) is provided between junction and upper beam (20).
3. the accumulating stent of concrete plate-type component according to claim 1 or 2, it is characterised in that：Cross bar (11) is parallel
It is arranged at intervals two, arranged for interval vertical pole (12) on the end of cross bar (11) and shaft therebetween, two upright bars positioned at end
(50) stair cross bar (40) is set between.
4. the accumulating stent of concrete plate-type component according to claim 3, it is characterised in that：Two upright bars positioned at end
(50) handrail (70) parallel to upright bar length direction is respectively equipped on.
5. the accumulating stent of concrete plate-type component according to claim 2, it is characterised in that：On the bottom frame (10)
Supporting block (60) is equipped with the outside of tilting beam (30) junction, and the top plate (61) of the supporting block (60) is in inside is low, outside
High skewed arrangement, the inside and outside both sides of top plate (61) are vertically arranged with support plate (62,63), the bottom of support plate (62,63) respectively
Connecting plate (64,65) is outwards folded into respectively, and connecting plate (64,65) is fixedly connected on bottom frame (10).
6. the accumulating stent of concrete plate-type component according to claim 5, it is characterised in that：The supporting block (60)
It is fixedly connected on the top surface at vertical pole (12) both ends.
7. the accumulating stent of concrete plate-type component according to claim 5 or 6, it is characterised in that：The supporting block
(60) face is perpendicular to face where tilting beam (30) where top plate (61).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720513893.9U CN207374992U (en) | 2017-05-10 | 2017-05-10 | The accumulating stent of concrete plate-type component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720513893.9U CN207374992U (en) | 2017-05-10 | 2017-05-10 | The accumulating stent of concrete plate-type component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207374992U true CN207374992U (en) | 2018-05-18 |
Family
ID=62297793
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720513893.9U Expired - Fee Related CN207374992U (en) | 2017-05-10 | 2017-05-10 | The accumulating stent of concrete plate-type component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207374992U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022021103A1 (en) * | 2020-07-29 | 2022-02-03 | 黄寿美 | Plug-in transportation frame for precast concrete parts |
-
2017
- 2017-05-10 CN CN201720513893.9U patent/CN207374992U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2022021103A1 (en) * | 2020-07-29 | 2022-02-03 | 黄寿美 | Plug-in transportation frame for precast concrete parts |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180518 Termination date: 20190510 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |