CN202828670U - Stacking support used for construction site concrete pile - Google Patents
Stacking support used for construction site concrete pile Download PDFInfo
- Publication number
- CN202828670U CN202828670U CN 201220482441 CN201220482441U CN202828670U CN 202828670 U CN202828670 U CN 202828670U CN 201220482441 CN201220482441 CN 201220482441 CN 201220482441 U CN201220482441 U CN 201220482441U CN 202828670 U CN202828670 U CN 202828670U
- Authority
- CN
- China
- Prior art keywords
- construction site
- column
- concrete
- concrete pile
- piling bin
- 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
Links
Abstract
The utility model discloses a stacking support used for a construction site concrete pile. The stacking support used for the construction site concrete pile comprises a support body which horizontally comprises upright columns arranged at equal intervals. Beams are welded between the upright columns. Segmentation blocks are arranged on the beams at equal intervals. The support body vertically comprises upright columns connected with each other in an up-and-down mode at equal intervals. The upper end portions of the upright columns are provided with upper padding plates, and the lower ends of the upright columns are provided with lower padding plates. The stacking support used for the construction site concrete pile is capable of avoiding bend and damage of the construction site concrete pile during stacking process, small in occupied space, tidy and standard in stacking, and capable of reducing cost of raw materials.
Description
Technical field
The utility model relates to a kind of construction material piling bin, especially relates to a kind of piling bin for the concrete on construction site stake.
Background technology
The general concrete stake has good compressive strength, but tensile strength and bending strength but very a little less than, especially hollow concrete pile and plain concrete pile.Concrete-pile is stacked at the scene at present; owing to be subjected to the impact of construction condition; generally all take bulk storage; take up an area greatlyr, or mixed and disorderly stacking is owing to stack the restriction of height; nor adopt any safety method; usually can cause the press-bending of concrete-pile to destroy, the destruction of bending also often can occur in concrete-pile in carrying and hoisting process in addition, thereby causes raw-material significant wastage.
The utility model content
The purpose of this utility model is just in order to overcome above-mentioned deficiency of the prior art, provide a kind of concrete-pile of avoiding in the stacking process destruction of bending to occur at the construction field (site), take up an area littlely, pile up neat standard, reduce a kind of piling bin for the concrete on construction site stake of the cost of raw material.
The purpose of this utility model is achieved by following technical proposals: a kind of piling bin for the concrete on construction site stake, consisted of by support body, described support body laterally comprises between the column of spaced set, the described column and is welded with crossbeam, described crossbeam spaced set has block, described support body vertically comprises equidistantly upper and lower interconnective column, the upper end of described column is provided with upper padding plate, and the lower end of described column is provided with lower bolster.
The mode that described upper and lower backing plate is connected connects for welding, bolt or rivet connection a kind of formation wherein.
Described upright horizontal is 2-4m to the spacing of setting up, and the length of described crossbeam and the spacing of column are complementary.
The thickness of described backing plate is 25-35mm, and described backing plate is provided with bolt hole.
The diameter of described bolt is greater than 20mm.
The beneficial effects of the utility model are: this piling bin is comprised of column, crossbeam, block and attaching parts, and wherein attaching parts is comprised of bolt, upper padding plate and lower bolster.By being welded to connect, the column between the levels connects by attaching parts between every layer of crossbeam and the column, by bolt the upper padding plate of top column bottom is connected lower bolster with the lower pole top specifically and connects, and block is connected closely with crossbeam by welding.The Main Function of column is, guarantee the monolithic stability of piling bin and bear to be placed on concrete vertical load on the piling bin, the effect of attaching parts is, to be connected firmly between every layer the column, the effect of block is concrete-pile to be divided come, thereby reaches shifted laterally and the lateral compression that prevents between the concrete-pile, and the destruction of causing in the carrying, reduce simultaneously floor area, saved the space of construction.
Description of drawings
Fig. 1 is structural representation of the present utility model.
Fig. 2 is connection structure scheme drawing between Fig. 1 central post.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described:
As shown in Figure 1 and Figure 2, a kind of piling bin for the concrete on construction site stake of the utility model, consisted of by support body, described support body laterally comprises the column 1 of spaced set, described vertical, be welded with crossbeam 2 between 1, the spacing that the utility model column 1 is laterally set up is 2-4m, the length of described crossbeam and the spacing of column are complementary, and namely when the spacing of column was large, the length of its crossbeam just lengthened thereupon, otherwise then shorten, for concrete-pile is separated placement, the utility model is on described crossbeam 2, and spaced set has block 3; In each block, the concrete-pile of stackable varying number, for the solid that realizes concrete-pile is piled up, support body 1 described in the utility model vertically can connect multilayer, had better not be above 8 layers, its every layer by upper, lower interconnective column 1 consists of, the connection of described column 1 is by being provided with upper padding plate 4 in the column upper end, the lower bolster 5 that arranges with the lower end of column 1 interconnects, on it, the mode that lower bolster is connected can be welding, bolt connects or rivet connection a kind of formation wherein, the thickness of described backing plate is 25-35mm, when adopting bolt 6 to connect, it then will be provided for wearing the bolt hole of bolt on backing plate, the diameter of described bolt 6 is greater than 20mm.
The operating process of the utility model piling bin:
1. at the construction field (site) assigned address smooth location guarantees that the bottom column is positioned at sustained height;
2 are placed on concrete-pile between the block on the ground floor piling bin, and the spacing of piling bin column is 2-4m, and the thickness of crossbeam is 40-50mm, and length and width are according to the concrete load determination in top, but width is not less than 300mm;
3 install the attaching parts between ground floor and the second layer post, guarantee that the connection between the two-layer column is safe and reliable, and the diameter of bolt is not less than 20mm, and the thickness of upper lower bolster is 25-35mm;
4 repeating steps 2 are finished until cement concrete is stacked, and the stacking bottom-to-top-height of concrete-pile should not be greater than 8m, and the number of plies should not be more than eight layers.
Claims (5)
1. piling bin that is used for the concrete on construction site stake, consisted of by support body, it is characterized in that, described support body laterally comprises between the column of spaced set, the described column and is welded with crossbeam, described crossbeam spaced set has block, described support body vertically comprises equidistantly upper and lower interconnective column, and the upper end of described column is provided with upper padding plate, and the lower end of described column is provided with lower bolster.
2. a kind of piling bin for the concrete on construction site stake according to claim 1 is characterized in that, the mode that described upper and lower backing plate is connected connects for welding, bolt or rivet connection a kind of formation wherein.
3. a kind of piling bin for the concrete on construction site stake according to claim 1 is characterized in that, described upright horizontal is 2-4m to the spacing of setting up, and the length of described crossbeam and the spacing of column are complementary.
4. a kind of piling bin for the concrete on construction site stake according to claim 1 is characterized in that, the thickness of described backing plate is 25-35mm, and described backing plate is provided with bolt hole.
5. a kind of piling bin for the concrete on construction site stake according to claim 2 is characterized in that the diameter of described bolt is greater than 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220482441 CN202828670U (en) | 2012-09-19 | 2012-09-19 | Stacking support used for construction site concrete pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220482441 CN202828670U (en) | 2012-09-19 | 2012-09-19 | Stacking support used for construction site concrete pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202828670U true CN202828670U (en) | 2013-03-27 |
Family
ID=47940431
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220482441 Expired - Fee Related CN202828670U (en) | 2012-09-19 | 2012-09-19 | Stacking support used for construction site concrete pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202828670U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109533751A (en) * | 2018-11-06 | 2019-03-29 | 海门市智达建筑材料科技有限公司 | A kind of intelligence PC plate stacks the piling bin of field |
-
2012
- 2012-09-19 CN CN 201220482441 patent/CN202828670U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109533751A (en) * | 2018-11-06 | 2019-03-29 | 海门市智达建筑材料科技有限公司 | A kind of intelligence PC plate stacks the piling bin of field |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202081546U (en) | Sandwiched ribbed prestressed concrete superposed floor | |
| CN203450562U (en) | Transport and storage frame for prefabricated concrete wallboards | |
| CN204979713U (en) | Double -deck storage rack of precast floor plank | |
| CN203359155U (en) | Transportation and storage integrated rack for staircase prefabricated partition board | |
| CN202227360U (en) | Wide-span prestressed concrete pile beam plate structure used for grounds of buildings, workshops, etc. | |
| CN202828670U (en) | Stacking support used for construction site concrete pile | |
| CN102720127A (en) | Box beam height adjusting structure | |
| CN102400503B (en) | High-strength concrete steel plate sectional connection combined shear wall | |
| CN107574951B (en) | Orthogonal laminated wood shear wall with energy-consuming connecting piece and opening | |
| CN105863073B (en) | Coupled column and base node structure and its construction method with horizontal anti-seismic performance | |
| CN202249004U (en) | Improved steel structure plant structure | |
| CN105382919B (en) | A kind of prefabricated section prefabricated mould and its method for prefabricating | |
| CN211228645U (en) | Vertical resistance to compression bearing capacity device of friction pile | |
| CN205327770U (en) | Stable device of stacking round base | |
| CN203613643U (en) | Multi-tower high-level transfer structure for high-rise building | |
| CN204645071U (en) | A kind of device utilizing soil bearing capacity between PHC pipe pile | |
| CN204040033U (en) | Anchor jacked pile piling structure | |
| CN211058303U (en) | Early-dismantling formwork structure of flat slab | |
| CN202611112U (en) | Reinforcing steel bar frame body for controlling thicknesses of protective layers of plate negative reinforcements | |
| CN202017257U (en) | Large-span transformational structure for high-rise building | |
| CN202039353U (en) | Prestressing hollow concrete foundation square pile | |
| CN201704866U (en) | Steel plate and concrete structure | |
| CN203997691U (en) | For the combined goods shelf of super large-scale pallet storing | |
| CN201334729Y (en) | Concrete beam side steel bracket structure | |
| CN217812289U (en) | Special backing plate for scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130327 Termination date: 20180919 |