CN202090435U - Open steel box filling concrete padding block for jacking - Google Patents
Open steel box filling concrete padding block for jacking Download PDFInfo
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- CN202090435U CN202090435U CN2011200438107U CN201120043810U CN202090435U CN 202090435 U CN202090435 U CN 202090435U CN 2011200438107 U CN2011200438107 U CN 2011200438107U CN 201120043810 U CN201120043810 U CN 201120043810U CN 202090435 U CN202090435 U CN 202090435U
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- steel case
- jacking
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Abstract
The utility model discloses an open steel box filling concrete padding block for jacking. The open steel box filling concrete padding block for jacking comprises an open steel box, reinforcing steel plates and concrete blocks, wherein the open steel box consists of steel templates and is in a cuboid shape with one open surface; the length of the open steel box relative to length or width of the bottom surface of an opening is 3 to 20 times of the length of the vertical distance between the surface where the opening is located and the bottom surface; the reinforcing steel plates are arranged in the open steel box vertical to the bottom surface and divide the open steel box into a plurality of small chambers; and the concrete blocks are poured in the small chambers. When the padding block disclosed by the utility model is used, the steel templates of the open steel box and the reinforcing steel plates vertical to the steel templates can have an a strengthening effect and provide sufficient strength and hardness. In the utility model, the structure that the steel box consisting of the steel templates has only one opening end is adopted, so that the problem that the concrete blocks are collided and broken in the transportation and the installation process due to the fragility of the concrete blocks is effectively solved.
Description
Technical field
The utility model relates to a kind of jacking concrete pad, relates in particular to a kind of jacking opening steel case fill concrete cushion block.
Background technology
Jacking generally all needs to use concrete pad in the building operations.The cuboid that is shaped as a kind of tabular of jacking concrete pad.Therefore its making and transportation all have certain degree of difficulty.The concrete pad of using has four kinds usually at present, and a kind of is pure concrete pad, and a kind of is the clean steel cushion block, and a kind of is the steel concrete cushion block, and a kind of is the steel plate concrete cushion block.The intensity of pure concrete pad is not high, is difficult to processing, and easily broken in the lifting transportation.The clean steel cushion block costs an arm and a leg, can not extensive use.The steel concrete cushion block is to implant reinforcing bar in concrete, combines not closely between reinforcing bar and the concrete, is prone to distortion when stressed, and enough intensity and hardness can not be provided.And existing steel plate concrete cushion block is to increase steel plate around concrete block, and fails to solve the frangible problem of concrete block, the floating certain difficulty that causes of concrete block during also to making.
Therefore, those skilled in the art is devoted to develop a kind ofly can provide the cushion block that sufficient intensity and hardness again can extensive use.
The utility model content
Because the above-mentioned defective of prior art, technical problem to be solved in the utility model provides a kind of cushion block that can guarantee that sufficient intensity and hardness again can extensive uses.
For achieving the above object, the utility model provides a kind of jacking with opening steel case fill concrete cushion block, comprises opening steel case, put more energy into steel plate and concrete block.Opening steel case is made of steel form, and the cuboid that is shaped as an opening of opening steel case is 3 times-20 times of vertical distance length between described opening place face and the bottom surface with respect to the length of the bottom surface of opening or wide length on the described opening steel case.The steel plate of putting more energy into is located in the opening steel case, perpendicular to described bottom surface, opening steel case is separated into some cells.Concrete block is cast in the cell.
Further, wherein said steel form is identical with the thickness of the described steel plate of putting more energy into.
Further, wherein said steel form is different with the thickness of the described steel plate of putting more energy into.
Further, the wherein said steel plate of putting more energy into is separated into the identical cell of some volumes with described opening steel case.
Further, also comprise reinforced mesh in the opening steel case, described reinforced mesh places described cell.Preferably, reinforced mesh is parallel with the bottom surface of described opening steel case.
Further, also comprise two portions of slinging that place on the described opening steel case in the opening steel case, described slinging deployed on the face of two opposite sides on the described steel case.
Further, the face of wherein said opening place opening steel case is shaped as square.
Further, the wherein said steel plate of putting more energy into comprises two block plates.
Further, the wherein said steel plate of putting more energy into comprises six block plates.
In first better embodiment of the present utility model, put more energy into steel plate and steel form adopt the steel plate of same thickness.Adopt three blocks of steel plates of putting more energy into that opening steel case is divided into four identical cells of volume.Reinforced mesh comprises eight, is parallel to the bottom surface of opening steel case.Two sling deploys on the face of two opposite sides on the described opening steel case.
In second better embodiment of the present utility model, put more energy into steel plate and steel form adopt the steel plate of different-thickness.Adopt four blocks of steel plates of putting more energy into that opening steel case is divided into eight identical cells of volume.Reinforced mesh comprises 16, is parallel to the bottom surface of opening steel case.Two sling deploys on the face of two opposite sides on the described opening steel case.
In the 3rd better embodiment of the present utility model, the bottom surface be shaped as square.Put more energy into steel plate and steel form adopts the steel plate of different-thickness.Adopt two blocks of steel plates of putting more energy into that opening steel case is divided into four identical cells of volume.Reinforced mesh comprises eight, is parallel to the bottom surface of opening steel case.Two sling deploys on the face of two opposite sides on the described opening steel case.
In the 4th better embodiment of the present utility model, the bottom surface of opening steel case be shaped as square.Put more energy into steel plate and steel form adopts the steel plate of different-thickness.Adopt six blocks of steel plates of putting more energy into that opening steel case is divided into 16 identical cells of volume.Reinforced mesh comprises 32, is parallel to the bottom surface of opening steel case.Two sling deploys on the face of two opposite sides on the described opening steel case.
Concrete pad of the present utility model has increased the steel plate of putting more energy in the rectangular shape of the tabular of opening steel case, the steel plate of putting more energy into has been strengthened the rigidity of cushion block, has prevented the cushion block stress deformation.The formed cell of the steel plate of putting more energy into separation opening steel case is convenient to the floating of fluid concrete piece.The utility model adopts the mode of steel plate and concrete block combination, is both guaranteeing that cushion block has enough intensity and hardness while, has saved cost again.
Be described further below with reference to the technique effect of accompanying drawing, to understand the purpose of this utility model, feature and effect fully design of the present utility model, concrete structure and generation.
Description of drawings
Fig. 1 is the structural representation of first preferred embodiment of the present utility model
Fig. 2 is a 11-11 sectional view among Fig. 1
Fig. 3 is a 12-12 sectional view among Fig. 1
Fig. 4 is the structural representation of second preferred embodiment of the present utility model
Fig. 5 is a 41-41 sectional view among Fig. 4
Fig. 6 is a 42-24 sectional view among Fig. 4
Fig. 7 is the structural representation of the 3rd preferred embodiment of the present utility model
Fig. 8 is a 71-71 sectional view among Fig. 7
Fig. 9 is the structural representation of the 4th preferred embodiment of the present utility model
Figure 10 is a 91-91 sectional view among Fig. 9
The specific embodiment
As depicted in figs. 1 and 2, in first preferred embodiment of the present utility model, comprise opening 1, bottom surface 2, steel form 3, the steel plate 4 of putting more energy into, concrete block 5, reinforced mesh 6, the portion 7 of slinging.The opening steel case of present embodiment is made of steel form 3, is shaped as the cuboid of a tabular.An opening of opening steel case forms opening 1 as shown in Figure 2.Face with respect to opening 1 place face on the opening steel case is bottom surface 2.The steel plate 4 of putting more energy into is located in the opening steel case, and is vertical with bottom surface 2, and opening steel case is divided into some cells.Concrete block 5 is cast in the cell.
Therefore jacking is large-area lamellar with being shaped as of concrete pad, and the length of the bottom surface of cushion block of the present utility model or wide length are 3 times-20 times of vertical distance length between described opening place face and the bottom surface.When using cushion block of the present utility model, the steel form 3 of opening steel case and will play a reinforcement effect perpendicular to the steel plate 4 of putting more energy into of bottom surface, common with concrete block 5 for cushion block of the present utility model provides enough intensity and hardness, prevent the cushion block stress deformation.The utility model has adopted the structure of the steel case that has only an opening that steel form constitutes, and has effectively protected concrete pad, has prevented the problem of fragmentation in the transportation that causes owing to the frangible character of concrete block and the hoisting process.And steel plate has been separated into some cells with opening steel case owing to put more energy into, and also is easy to the floating of fluid concrete.
The length of the bottom surface 2 of this preferred embodiment is 1.3 meters, and wide is 0.33 meter.Bottom surface 2 is 0.1 meter with the length of the vertical distance of opening 1 place face.The length of the length of bottom surface 2 is 13 times of vertical distance length between opening 1 place face and the bottom surface 2, and wide length is 3.3 times of vertical distance length between opening 1 place face and the bottom surface 2.For another Fig. 1, Fig. 2 and shown in Figure 3, the steel plate 4 of putting more energy into comprises three block plates, three block plates are divided into four identical cells of volume with opening steel case.Steel form 3 is identical with the thickness of the steel plate 4 of putting more energy into, and all adopting thickness is 6 millimeters steel plate.Reinforced mesh 6 comprises eight, is located in the opening steel case, and is parallel with bottom surface 2.The portion 7 of slinging is arranged on the face of two opposite sides on the opening steel case.Adopt reinforced mesh can improve the supporting capacity of concrete pad, thereby reduced the spoilage of cushion block.The installation and the transportation of concrete pad is convenient in the employing portion of slinging.
The manufacturing process of concrete pad of the present utility model is as follows: adopt earlier steel form to make an opening steel case that is shaped as cuboid, the portion of slinging is installed on opening steel case again, steel plate is divided into some cells to opening steel case with putting more energy into, and then installation reinforced mesh, fluid concrete in cell, use the floating concrete of sleaker at last, guarantee the planeness of opening.
For another Fig. 4, Fig. 5 and shown in Figure 6, in second preferred embodiment of the present utility model, the steel form 3 and the steel plate 4 of putting more energy into adopt the steel plate of different-thickness, and steel form employing thickness is 8 millimeters steel plate, and the steel plate of putting more energy into employing thickness is 6 millimeters steel plate.The length of bottom surface 2 is 1.76 meters, and wide is 0.75 meter, and bottom surface 2 is 0.1 meter with the length of the vertical distance of opening 1 place face.The length of the length of bottom surface 2 is 17.6 times of vertical distance length between opening 1 place face and the bottom surface 2, and wide length is 7.5 times of vertical distance length between opening 1 place face and the bottom surface 2.The steel plate 4 of putting more energy into comprises four block plates, adopts four block plates that opening steel case is divided into eight identical cells of volume.Concrete block 5 is cast in the cell.Reinforced mesh 6 comprises 16, is located in the opening steel case, is parallel to bottom surface 2.The portion 7 of slinging is arranged on the face of two opposite sides on the opening steel case.
As Fig. 7, shown in Figure 8, in the 3rd preferred embodiment of the present utility model, the bottom surface 2 of opening steel case be shaped as square, the length of side is 0.84 meter.Bottom surface 2 is 0.1 meter with the length of the vertical distance of opening 1 place face.The length of the length of side of bottom surface 2 is 8.4 times of vertical distance length between opening 1 place face and the bottom surface 2.The steel form 3 and the steel plate 4 of putting more energy into adopt the steel plate of same thickness, and all adopting thickness is 6 millimeters steel plate.The steel plate 4 of putting more energy into comprises two block plates, adopts two block plates that opening steel case is divided into four identical cells of volume.Concrete block 5 is cast in the cell.Reinforced mesh 6 comprises eight, is located in the opening steel case, is parallel to bottom surface 2.The portion 7 of slinging is arranged on the face of two opposite sides on the opening steel case.
As Fig. 9, shown in Figure 10, in the 4th preferred embodiment of the present utility model, the bottom surface 2 of opening steel case be shaped as square, the length of side is 1.85 meters.Bottom surface 2 is 0.1 meter with the length of the vertical distance of opening 1 place face.The length of the length of side of bottom surface 2 is 18.5 times of vertical distance length between opening 1 place face and the bottom surface 2.The steel form 3 and the steel plate 4 of putting more energy into adopt the steel plate of different-thickness, and steel form employing thickness is 8 millimeters steel plate, and the steel plate of putting more energy into employing thickness is 6 millimeters steel plate.The steel plate 4 of putting more energy into comprises six block plates, adopts six block plates that opening steel case is divided into 16 identical cells of volume.Concrete block 5 is cast in the cell.Reinforced mesh 6 comprises 32, is located in the opening steel case, is parallel to bottom surface 2.The portion 7 of slinging is arranged on the face of two opposite sides on the opening steel case.
More than describe preferred embodiment of the present utility model in detail.The ordinary skill that should be appreciated that this area need not creative work and just can make many modifications and variations according to design of the present utility model.Therefore, all technician in the art comply with design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should be in the determined protection domain by claims.
Claims (10)
1. a jacking is characterized in that with opening steel case fill concrete cushion block, comprise, and opening steel case, put more energy into steel plate and concrete block,
Described opening steel case is made of steel form, and the cuboid that is shaped as an opening of described opening steel case is 3 times-20 times of vertical distance length between described opening place face and the bottom surface with respect to the length of the bottom surface of opening or wide length on the described opening steel case;
The described steel plate of putting more energy into is located in the described opening steel case, and the described steel plate of putting more energy into is perpendicular to described bottom surface, and the described steel plate of putting more energy into is separated into some cells with described opening steel case;
Described concrete block is cast in the described cell.
2. a kind of jacking as claimed in claim 1 opening steel case fill concrete cushion block, wherein said steel form is identical with the thickness of the described steel plate of putting more energy into.
3. a kind of jacking as claimed in claim 1 opening steel case fill concrete cushion block, wherein said steel form is different with the thickness of the described steel plate of putting more energy into.
4. a kind of jacking as claimed in claim 1 opening steel case fill concrete cushion block, the wherein said steel plate of putting more energy into is separated into the identical cell of some volumes with described opening steel case.
5. a kind of jacking as claimed in claim 1 wherein also comprises reinforced mesh with opening steel case fill concrete cushion block, and described reinforced mesh places described cell.
6. a kind of jacking as claimed in claim 5 opening steel case fill concrete cushion block, wherein said reinforced mesh is parallel with the bottom surface of described opening steel case.
7. a kind of jacking as claimed in claim 6 wherein also comprises two portions of slinging that place on the described opening steel case with opening steel case fill concrete cushion block, and described slinging deployed on the face of two opposite sides on the described opening steel case.
8. a kind of jacking as claimed in claim 1 is with opening steel case fill concrete cushion block, the face at the above opening place of wherein said opening steel case be shaped as square.
9. a kind of jacking as claimed in claim 8 opening steel case fill concrete cushion block, the wherein said steel plate of putting more energy into comprises two block plates.
10. a kind of jacking as claimed in claim 8 opening steel case fill concrete cushion block, the wherein said steel plate of putting more energy into comprises six block plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200438107U CN202090435U (en) | 2011-02-22 | 2011-02-22 | Open steel box filling concrete padding block for jacking |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011200438107U CN202090435U (en) | 2011-02-22 | 2011-02-22 | Open steel box filling concrete padding block for jacking |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202090435U true CN202090435U (en) | 2011-12-28 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011200438107U Expired - Fee Related CN202090435U (en) | 2011-02-22 | 2011-02-22 | Open steel box filling concrete padding block for jacking |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202090435U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102134915A (en) * | 2011-02-22 | 2011-07-27 | 上海市城市建设设计研究院 | Open steel box used for jacking and filling concrete cushion blocks |
-
2011
- 2011-02-22 CN CN2011200438107U patent/CN202090435U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102134915A (en) * | 2011-02-22 | 2011-07-27 | 上海市城市建设设计研究院 | Open steel box used for jacking and filling concrete cushion blocks |
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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 |
Granted publication date: 20111228 Termination date: 20170222 |
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| CF01 | Termination of patent right due to non-payment of annual fee |