CN102134915A - Open steel box used for jacking and filling concrete cushion blocks - Google Patents
Open steel box used for jacking and filling concrete cushion blocks Download PDFInfo
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- CN102134915A CN102134915A CN 201110042224 CN201110042224A CN102134915A CN 102134915 A CN102134915 A CN 102134915A CN 201110042224 CN201110042224 CN 201110042224 CN 201110042224 A CN201110042224 A CN 201110042224A CN 102134915 A CN102134915 A CN 102134915A
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Abstract
The invention discloses an open steel box used for jacking and filling concrete cushion blocks, comprising an open steel box, a stiffening steel plate and concrete blocks, wherein the open steel box consists of a sheet steel form shaped as a cuboid with one opened side; in relation to the bottom of an opening, the length or width of the open steel box is 3-20 times the vertical distance between the plane of the opening and the bottom; the stiffening steel plate is arranged in the open steel box and vertical to the bottom and divides the open steel box into a plurality of small chambers; and the concrete blocks are poured in the small chambers. When using the cushion blocks, the sheet steel form of the open steel box and the stiffening steel plate vertical to the sheet steel form can function in reinforcing and provide sufficient strength and hardness. Besides, the structure of the steel box that is only opened at one end and formed by the sheet steel form effectively prevents the problems of colliding and crushing the concrete blocks that have fragile property during transport and installation processes.
Description
Technical field
The present invention relates to a kind of jacking concrete pad, relate 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.
Summary of the invention
Because the above-mentioned defective of prior art, technical problem to be solved by this invention provides a kind of cushion block that can guarantee that sufficient intensity and hardness again can extensive uses.
For achieving the above object, the invention provides a kind of jacking, comprise opening steel case, put more energy into steel plate and concrete block with opening steel case fill concrete cushion 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 invention, 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 invention, 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 invention, 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 invention, 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 invention 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 present invention 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 purpose of the present invention, feature and effect fully design of the present invention, concrete structure and generation.
Description of drawings
Fig. 1 is the structural representation of first preferred embodiment of the present invention
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 invention
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 invention
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 invention
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 invention, 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 invention 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 invention, the steel form 3 of opening steel case and will play a reinforcement effect and concrete block 5 is common for cushion block of the present invention provides enough intensity and hardness perpendicular to the steel plate 4 of putting more energy into of bottom surface prevents the cushion block stress deformation.The present invention 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 invention 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 invention, 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 invention, 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 invention, 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 invention in detail.The ordinary skill that should be appreciated that this area need not creative work and just can design according to the present invention make many modifications and variations.Therefore, all technician in the art all should be in the determined protection domain by claims under this invention's idea on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.
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 |
|---|---|---|---|
| CN2011100422245A CN102134915B (en) | 2011-02-22 | 2011-02-22 | Open steel box used for jacking and filling concrete cushion blocks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011100422245A CN102134915B (en) | 2011-02-22 | 2011-02-22 | Open steel box used for jacking and filling concrete cushion blocks |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102134915A true CN102134915A (en) | 2011-07-27 |
| CN102134915B CN102134915B (en) | 2012-07-25 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN2011100422245A Active CN102134915B (en) | 2011-02-22 | 2011-02-22 | Open steel box used for jacking and filling concrete cushion blocks |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103194985A (en) * | 2013-04-28 | 2013-07-10 | 上海市城市建设设计研究总院 | Cushion block assembly structure for jacking structure and jacking implementation method of cushion block assembly structure |
| CN106451300A (en) * | 2016-08-29 | 2017-02-22 | 山东电力工程咨询院有限公司 | Cable trench of general assembly type GIS empty casing foundation |
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| SU1430282A1 (en) * | 1987-02-12 | 1988-10-15 | Ы.Н.Борд | Mould for making prestrained ribbed ferroconcrete articles |
| JP2000096834A (en) * | 1998-09-17 | 2000-04-04 | Sumitomo Constr Co Ltd | Reinforcing structure of concrete member |
| CN201089880Y (en) * | 2007-09-21 | 2008-07-23 | 四川省交通厅公路规划勘察设计研究院 | Arch rib structure of arched bridge |
| WO2009076692A1 (en) * | 2007-12-18 | 2009-06-25 | Reisner & Wolff Engineering Gmbh | Plate element for a structure support |
| KR20090129780A (en) * | 2008-06-13 | 2009-12-17 | 황익현 | Mosaic composite blocks and method for manufacturing thereof |
| US20100107541A1 (en) * | 2008-11-05 | 2010-05-06 | Bohnhoff William W | Support structure and method of installing the structure |
| CN201605828U (en) * | 2009-12-30 | 2010-10-13 | 上海天演建筑物移位工程有限公司 | Building jacking-used concrete cushion block |
| CN202090435U (en) * | 2011-02-22 | 2011-12-28 | 上海市城市建设设计研究院 | Open steel box filling concrete padding block for jacking |
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2011
- 2011-02-22 CN CN2011100422245A patent/CN102134915B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1430282A1 (en) * | 1987-02-12 | 1988-10-15 | Ы.Н.Борд | Mould for making prestrained ribbed ferroconcrete articles |
| JP2000096834A (en) * | 1998-09-17 | 2000-04-04 | Sumitomo Constr Co Ltd | Reinforcing structure of concrete member |
| CN201089880Y (en) * | 2007-09-21 | 2008-07-23 | 四川省交通厅公路规划勘察设计研究院 | Arch rib structure of arched bridge |
| WO2009076692A1 (en) * | 2007-12-18 | 2009-06-25 | Reisner & Wolff Engineering Gmbh | Plate element for a structure support |
| KR20090129780A (en) * | 2008-06-13 | 2009-12-17 | 황익현 | Mosaic composite blocks and method for manufacturing thereof |
| US20100107541A1 (en) * | 2008-11-05 | 2010-05-06 | Bohnhoff William W | Support structure and method of installing the structure |
| CN201605828U (en) * | 2009-12-30 | 2010-10-13 | 上海天演建筑物移位工程有限公司 | Building jacking-used concrete cushion block |
| CN202090435U (en) * | 2011-02-22 | 2011-12-28 | 上海市城市建设设计研究院 | Open steel box filling concrete padding block for jacking |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103194985A (en) * | 2013-04-28 | 2013-07-10 | 上海市城市建设设计研究总院 | Cushion block assembly structure for jacking structure and jacking implementation method of cushion block assembly structure |
| CN103194985B (en) * | 2013-04-28 | 2015-09-23 | 上海市城市建设设计研究总院 | Works jacking cushion block splicing structure and jacking implementation method thereof |
| CN106451300A (en) * | 2016-08-29 | 2017-02-22 | 山东电力工程咨询院有限公司 | Cable trench of general assembly type GIS empty casing foundation |
| CN106451300B (en) * | 2016-08-29 | 2018-06-05 | 山东电力工程咨询院有限公司 | The cable duct on general assemble formula GIS empty vans basis |
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| Publication number | Publication date |
|---|---|
| CN102134915B (en) | 2012-07-25 |
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Owner name: SHANGHAI URBAN CONSTRUCTION DESIGN + RESEARCH INST Free format text: FORMER NAME: SHANGHAI MUNICIPAL URBAN CONSTRUCTION DESIGN AND RESEARCH INST. |
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Address after: 200011 Tibet South Road, Shanghai, No. 1170, No. Patentee after: Shanghai Urban Construction Design & Research Institute Address before: 200125 Dongfang Road, Shanghai, Pudong New Area, No. 3447 Patentee before: Shanghai Urban Construction Design and Research Institute |
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Address after: 200011 Tibet South Road, Shanghai, No. 1170, No. Patentee after: Shanghai urban construction design & Research Institute (Group) Co., Ltd. Address before: 200011 Tibet South Road, Shanghai, No. 1170, No. Patentee before: Shanghai Urban Construction Design & Research Institute |