CN102877485A - Ground beam bearing platform moulding bed - Google Patents
Ground beam bearing platform moulding bed Download PDFInfo
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- CN102877485A CN102877485A CN201210388049XA CN201210388049A CN102877485A CN 102877485 A CN102877485 A CN 102877485A CN 201210388049X A CN201210388049X A CN 201210388049XA CN 201210388049 A CN201210388049 A CN 201210388049A CN 102877485 A CN102877485 A CN 102877485A
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- loose tool
- cushion cap
- grade beam
- moulding bed
- bearing platform
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Abstract
The invention belongs to the field of building construction components, and particularly relates to a ground beam bearing platform moulding bed. The ground beam bearing platform moulding bed comprises at least two moulding bed units which are connected side by side; each moulding bed unit comprises a body part and a connecting part; and the joints of the adjacent moulding bed units are overlapped by embedded bars or embedded steel plates and are welded into one whole body. The ground beam bearing platform moulding bed has the characteristics of simple construction, material saving, labor saving and the like.
Description
Technical field
The invention belongs to building operations member field, specifically a kind of grade beam cushion cap loose tool.
Background technology
The brick loose tool is made into template after building by laying bricks or stones, whitewash with standard brick exactly, after some strength is arranged, carries out concrete work; Template itself is not engineering entity ingredient, a measure in can only constructing at last, and expense is calculated in the measure expense; The brick loose tool generally is used for basement bottom board grade beam, cushion cap position, puzzles rear size and intensity and must meet designing requirement.
The brick loose tool is made into template with brick exactly, is used for substituting the wooden form that can't apply.The brick loose tool is applied to usually:
1, waters the concrete rear pattern plate and can't remove or remove the very large structure position place of difficulty, also had the brick of employing to replace general template.
2, be used in rock foundation, after the explosion on the irregular base surface.
Existing basement bottom board grade beam cushion cap loose tool all adopts fragment of brick to build by laying bricks or stones, and then whitewashes, and builds the facing concrete bed course after last backfill is smooth again, and the method has long construction period, the consumptive material shortcoming such as take a lot of work.
In view of this, the inventor invents a kind of novel grade beam cushion cap loose tool, and this case produces thus.
Summary of the invention
The object of the present invention is to provide a kind of grade beam cushion cap loose tool, to save material and artificial, shorten construction period.
In order to reach above-mentioned purpose, technical scheme of the present invention is:
A kind of grade beam cushion cap loose tool comprises at least two loose tool unit that connect side by side, and described loose tool unit comprises body and connecting portion, and the connecting portion of described adjacent loose tool unit overlaps and be welded in one mutually with embedded bar or pre-embedded steel slab.
Further, described body is concave structure, and it has a die cavity.
Further, be distributed with the steel mesh reinforcement of Φ 4 ~ Φ 10 in the described body.
Further, described embedded bar or pre-embedded steel slab are distributed in four jiaos of spill bodies.
Further, described embedded bar is Φ more than 12, and length is greater than 3cm.
Further, described body is the reinforced concrete prefabricated board piece.
Further, the length of described body unit is 0.2 ~ 2m.
The invention has the advantages that: can be prefabricated in advance under the prerequisite of knowing the grade beam size, behind the soil excavation, only need the blinding concrete of cushion cap part is built, be used for measuring unwrapping wire, the soil layer at the bottom of the grade beam is smooth to requiring absolute altitude, can begin the assembly unit loose tool.First at Tu Mianpu one deck mortar in the time of can laying, the cementation of fissures after the assembly unit, and the backfilling of earthwork that carries out at any time outside the loose tool is smooth, carries out as early as possible dull and stereotyped foot mat and builds.Thereby has the material of saving and artificial, the advantages such as short construction period.
Below in conjunction with drawings and the specific embodiments the present invention is described in further detail.
Description of drawings
Fig. 1 is perspective view of the present invention;
Fig. 2 is top view of the present invention;
Fig. 3 is the partial enlarged drawing of junction of the present invention;
Fig. 4 is another embodiment of junction of the present invention.
Specific embodiment
As shown in Figure 1, 2, what the present invention disclosed is a kind of grade beam cushion cap loose tool, comprise at least two loose tool unit 1 that connect side by side, described loose tool unit 1 comprises body 2 and connecting portion 5, and connecting portion 5 usefulness embedded bars 51 or the pre-embedded steel slab 52 of described adjacent loose tool unit overlap and be welded in one mutually.
As preferably, described body 2 is concave structure, and it has a die cavity, and another kind is positioned at fetal membrane unit, cushion cap place 1, can be cuboid fetal membrane unit 1, and it does not have die cavity 4; Be distributed with the steel mesh reinforcement of Φ 4 ~ Φ 10 in the described body 2, can strengthen the intensity of fetal membrane unit 1; Described embedded bar 51 or pre-embedded steel slab 52 are distributed in 2 four jiaos of spill bodies; Described embedded bar 51 is Φ more than 12, and length is greater than 3cm; Described body 2 is the reinforced concrete prefabricated board piece; The length of described body Unit 2 is 0.2 ~ 2m.
In conjunction with shown in Figure 3, it is a kind of embodiment of the present invention, be specially a kind of grade beam loose tool, its connecting portion is long 3cm and the embedded bar of Φ more than 12, the embedded bar (512,511) of the loose tool unit that front and back are adjacent is height setting straggly, the convenient stacking welding in front and back, embedded bar (512,511) is embedded in four jiaos of spill body in advance.Some exposes to body the embedded bar (512,511) of this grade beam loose tool connecting portion 5, makes things convenient for loop wheel machine hanging transportation, thus the constructability operation.
In conjunction with shown in Figure 4, it is specially a kind of cushion cap loose tool for the another kind of embodiment of the present invention, and its connecting portion is steel plate (522,521), and steel plate is distributed in two sides, and this connected mode can reduce the connection slit of adjacent loose tool unit.
Method of operating of the present invention:
One, at first makes according to design drawing, comprise steel mesh reinforcement making, template construct installation, concreting, maintenance, hoisting transportation and numbering.
Two, on the spot assembly unit is carried out at the scene, comprises that electric welding connection, the piece between flat bottom surface, the prefabricated section goes out to fill with high-strength oar.
Three, the outer backfilling of earthwork compacting of loose tool is smooth.
Four, bottom cushion is built.
The invention has the advantages that: can be prefabricated in advance under the prerequisite of knowing the grade beam size, behind the soil excavation, only need the blinding concrete of cushion cap part is built, be used for measuring unwrapping wire, the soil layer at the bottom of the grade beam is smooth to requiring absolute altitude, can begin the assembly unit loose tool.First at Tu Mianpu one deck mortar in the time of can laying, the cementation of fissures after the assembly unit, and the backfilling of earthwork that carries out at any time outside the loose tool is smooth, carries out as early as possible dull and stereotyped foot mat and builds.
Above-described embodiment and graphic and non-limiting the present invention, any person of an ordinary skill in the technical field all should be considered as not breaking away from patent category of the present invention to its suitable variation of doing.
Claims (7)
1. grade beam cushion cap loose tool, it is characterized in that: comprise at least two loose tool unit that connect side by side, described loose tool unit comprises body and connecting portion, and the connecting portion of described adjacent loose tool unit overlaps and be welded in one mutually with embedded bar or pre-embedded steel slab.
2. grade beam cushion cap loose tool according to claim 1, it is characterized in that: described body is concave structure, and it has a die cavity.
3. grade beam cushion cap loose tool according to claim 1 and 2 is characterized in that: the steel mesh reinforcement that is distributed with Φ 4 ~ Φ 10 in the described body.
4. grade beam cushion cap loose tool according to claim 2, it is characterized in that: described embedded bar or pre-embedded steel slab are distributed in four jiaos of spill bodies.
5. grade beam cushion cap loose tool according to claim 1 is characterized in that: described embedded bar is Φ more than 12, and length is greater than 3cm.
6. grade beam cushion cap loose tool according to claim 1, it is characterized in that: described body is the reinforced concrete prefabricated board piece.
7. grade beam cushion cap loose tool according to claim 1, it is characterized in that: the length of described body unit is 0.2 ~ 2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210388049XA CN102877485A (en) | 2012-10-12 | 2012-10-12 | Ground beam bearing platform moulding bed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210388049XA CN102877485A (en) | 2012-10-12 | 2012-10-12 | Ground beam bearing platform moulding bed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102877485A true CN102877485A (en) | 2013-01-16 |
Family
ID=47478986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210388049XA Pending CN102877485A (en) | 2012-10-12 | 2012-10-12 | Ground beam bearing platform moulding bed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102877485A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930307A (en) * | 2017-03-21 | 2017-07-07 | 中国十七冶集团有限公司 | The foundation beam prefabricated board and its assembly construction method of a kind of replacement brick fetal membrane |
| CN107447980A (en) * | 2017-10-16 | 2017-12-08 | 陈锐 | A kind of building plastic formwork and its installation method for substituting brick fetal membrane |
| CN114434630A (en) * | 2022-01-25 | 2022-05-06 | 深圳市科筑建筑科技有限公司 | Nomadic production method for prefabricated components of fabricated building |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07300870A (en) * | 1994-05-06 | 1995-11-14 | Shiyotsukubeton Japan:Kk | Method for setting pc-form in placing-form construction method |
| CN1693631A (en) * | 2005-06-05 | 2005-11-09 | 吴学文 | Box-shaped base mould and reinforced concrete box shaped construction unit |
| CN101289866A (en) * | 2007-04-16 | 2008-10-22 | 上海市第七建筑有限公司 | Construction method for precasting concrete moulding bed in local pit of base pit engineering under soft foundation |
| CN101725247A (en) * | 2008-10-18 | 2010-06-09 | 黄浩庭 | Manufacture method of cushion cap and patand molding bed for building pile foundation |
-
2012
- 2012-10-12 CN CN201210388049XA patent/CN102877485A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07300870A (en) * | 1994-05-06 | 1995-11-14 | Shiyotsukubeton Japan:Kk | Method for setting pc-form in placing-form construction method |
| CN1693631A (en) * | 2005-06-05 | 2005-11-09 | 吴学文 | Box-shaped base mould and reinforced concrete box shaped construction unit |
| CN101289866A (en) * | 2007-04-16 | 2008-10-22 | 上海市第七建筑有限公司 | Construction method for precasting concrete moulding bed in local pit of base pit engineering under soft foundation |
| CN101725247A (en) * | 2008-10-18 | 2010-06-09 | 黄浩庭 | Manufacture method of cushion cap and patand molding bed for building pile foundation |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930307A (en) * | 2017-03-21 | 2017-07-07 | 中国十七冶集团有限公司 | The foundation beam prefabricated board and its assembly construction method of a kind of replacement brick fetal membrane |
| CN107447980A (en) * | 2017-10-16 | 2017-12-08 | 陈锐 | A kind of building plastic formwork and its installation method for substituting brick fetal membrane |
| CN114434630A (en) * | 2022-01-25 | 2022-05-06 | 深圳市科筑建筑科技有限公司 | Nomadic production method for prefabricated components of fabricated building |
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| PB01 | Publication | ||
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Application publication date: 20130116 |