CN207998854U - The cushion cap foundation beam form of precast hollow slab composition - Google Patents
The cushion cap foundation beam form of precast hollow slab composition Download PDFInfo
- Publication number
- CN207998854U CN207998854U CN201820355563.6U CN201820355563U CN207998854U CN 207998854 U CN207998854 U CN 207998854U CN 201820355563 U CN201820355563 U CN 201820355563U CN 207998854 U CN207998854 U CN 207998854U
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- China
- Prior art keywords
- cushion cap
- cracking
- foundation beam
- hollow slab
- prefabricated board
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Abstract
The utility model is related to a kind of cushion cap foundation beam forms of precast hollow slab composition, it is made of prefabricated board, Cracking-proof belt or connector, it is linked together by cement glue between the prefabricated board and prefabricated board, add one layer of Cracking-proof belt outside on connecting portion, or prefabricated moulding bed conduct cushion cap side form is joined together to form using reinforced concrete casing, Angle connection part or u shape card connections.As cushion cap height >=600mm, two pieces of cushion cap side forms stack combinations up and down are connected with cement glue between upper lower cushion cap side form, and the additional one layer of Cracking-proof belt in both sides.The cushion cap foundation beam form of the precast hollow slab composition of the utility model can be obviously shortened the basement construction duration, reduce administration fee, and leasing of machines and tools cost of use etc. reduces engineering cost.
Description
Technical field
The utility model is related to a kind of side forms of cushion cap foundation beam, especially a kind of for basement foundation beam, cushion cap, collection
Well etc. is not easy the side form in the place removed.
Background technology
It is presently used for basement foundation beam, cushion cap, sump etc. and is not easy the side form in the place removed to be traditional brick mold
And plank sheathing or steel form formwork.Construction period is long, and administration fee is high, and leasing of machines and tools cost of use is big, and engineering cost is turned up.Cause
This, needs to replace traditional brick mold and plank sheathing or steel form formwork using a kind of fine aggregate cement hollow prefabricated board loose tool.
Invention content
The utility model is to provide for a kind of cushion cap foundation beam form of precast hollow slab composition, for shortening basement construction
Duration, administration fee is reduced, leasing of machines and tools cost of use etc. reduces engineering cost.
To achieve the above object, the technical solution adopted in the utility model is:A kind of cushion cap base of precast hollow slab composition
Plinth beam form is made of prefabricated board, Cracking-proof belt or connector, and one is connected to by cement glue between the prefabricated board and prefabricated board
It rises, outer plus one layer of Cracking-proof belt on connecting portion, or using reinforced concrete casing, Angle connection part or the connection of u shape card connections
It is formed together prefabricated moulding bed as cushion cap side form.
As cushion cap height >=600mm, two pieces of cushion cap side forms stack combinations up and down use water between upper lower cushion cap side form
Earth rubber water connects, and the additional one layer of Cracking-proof belt in both sides.
The prefabricated board is cut by cement hollow prefabricated board.
The utility model has the beneficial effects that:
The cushion cap foundation beam form of precast hollow slab composition can be obviously shortened the basement construction duration, reduce administration fee, machine
Device leases cost of use etc., reduces engineering cost, and specific feature is as follows:
1, prefabricated board replaces brick mold to save a large amount of brick using amounts, and saving builds by laying bricks or stones, link of plastering, and more can add ring than brick mold
It protects, environmental pollution is small, more solves the problems, such as tower crane difficulty.And a large amount of labours are saved, progress is accelerated.
2, prefabricated moulding bed arbitrarily to cut, it is arbitrary to splice, can be used in the big place of difficulty of construction, can accelerate to produce into
Degree.And there is higher intensity, rigidity, impermeability and frost resistance, it is convenient, fast.
3, prefabricated moulding bed fixation, installation, take full advantage of cement board waste material, the short flitch for abandonment of constructing, and keep construction useless
Material is re-used.
4, prefabricated moulding bed surface is smooth, is handled without plastering, can directly do waterproof matrix, saves needed for plastering dries
Time, meanwhile, a large amount of labours are also saved, are further shortened the construction period.
Description of the drawings
Figure 1A is the beam prefabricated loose tool structural schematic diagram of cushion cap foundation that wet construction method makes;
Figure 1B is the beam prefabricated loose tool structural schematic diagram of cushion cap foundation that dry working system makes;
Fig. 2 is two pieces of cushion cap side forms stack combinations schematic diagram up and down.
Specific implementation mode
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings.
It is shown such as Figure 1A, Figure 1B, a kind of cushion cap foundation beam form of precast hollow slab composition, by prefabricated board 1, Cracking-proof belt 2 or
Angle connection part 3 forms.As shown in Figure 1A, it is linked together, is being connected by cement glue between prefabricated board 1 and prefabricated board 1
Additional one layer of Cracking-proof belt 2 on position.As shown in Figure 1B, using reinforced concrete casing 4, angular company between prefabricated board 1 and prefabricated board 2
Fitting 3 or u shape card connections are joined together to form prefabricated moulding bed as cushion cap side form.
As shown in Fig. 2, as cushion cap height >=600mm, two pieces of cushion cap side forms stack combinations up and down, upper lower cushion cap side form it
Between connected with cement glue, and the additional one layer of Cracking-proof belt 2 in both sides.
The cushion cap foundation beam form construction technology of the precast hollow slab composition of the utility model:
1, technological process
Foundation beam and foundation pit soil layer clear up → pour cushion cap or foundation beam → line setting → assembly it is prefabricated moulding bed → loose tool
Side bullet control line → backfilling of earthwork → pours big face bed course.
2, prefabricated moulding bed building method
(1) installation method of the template is divided into wet construction method or dry working system, and wherein wet construction method is using cement and specially
It is uniformly mixed with glue, is then connect into andante with plate, outer plus one layer of Cracking-proof belt on connecting portion;Dry working system is to adopt
It is attached using reinforced concrete casing connection with spare and accessory parts, plate and plate, Angle connection part or u shape card connections etc., this engineering is adopted
It is constructed with wet construction method.
(2) cushion cap Gao Du <600mm's, cushion cap side form disposably makes molding;Cushion cap height >=600mm's, then it uses upper
Lower two pieces of cushion caps side form assembling mode, highest superposition height must not exceed two layers.
(3) for the cushion cap side form of two superimposed, after first piece of cushion cap side form is in place, then assembled last layer cushion cap side
Mould, cement glue connects between levels, and the additional one layer of Cracking-proof belt (grid cloth) in both sides.
The utility model is characterized in that:
1, it needs 5 workers continuously to install using prefabricated moulding bed, and uses brick mold that 25 workers is needed to connect
Continuous overtime work, solves the problems, such as recruitment difficulty significantly.
2, it solves the problems, such as to do basement tower crane hardly possible, only need 1 hour using prefabricated moulding bed daily use tower crane,
And brick mold tower crane is used to need daylong allocation and transportation brick and mortar, on the contrary tower crane just has the backfill of time enough handling soil
Work.
3, it has greatly saved the duration, has reduced the plastering technique of traditional loose tool.
Claims (3)
1. a kind of cushion cap foundation beam form of precast hollow slab composition, is made of, feature exists prefabricated board, Cracking-proof belt or connector
In:It is linked together by cement glue between the prefabricated board and prefabricated board, outer plus one layer of Cracking-proof belt on connecting portion, or
Person is joined together to form prefabricated moulding bed as cushion cap side form using reinforced concrete casing, Angle connection part or u shape card connections.
2. the cushion cap foundation beam form of precast hollow slab composition according to claim 1, it is characterised in that:When cushion cap height >=
When 600mm, two pieces of cushion cap side forms stack combinations up and down are connected with cement glue between upper lower cushion cap side form, and outside both sides
Add one layer of Cracking-proof belt.
3. the cushion cap foundation beam form of precast hollow slab composition according to claim 1 or 2, it is characterised in that:It is described prefabricated
Plate is cut by cement hollow prefabricated board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820355563.6U CN207998854U (en) | 2018-03-16 | 2018-03-16 | The cushion cap foundation beam form of precast hollow slab composition |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820355563.6U CN207998854U (en) | 2018-03-16 | 2018-03-16 | The cushion cap foundation beam form of precast hollow slab composition |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207998854U true CN207998854U (en) | 2018-10-23 |
Family
ID=63839623
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820355563.6U Active CN207998854U (en) | 2018-03-16 | 2018-03-16 | The cushion cap foundation beam form of precast hollow slab composition |
Country Status (1)
| Country | Link |
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| CN (1) | CN207998854U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778889A (en) * | 2018-12-29 | 2019-05-21 | 河南科建建设工程有限公司 | Basic KSC plate assembly formwork construction method |
| CN111021387A (en) * | 2019-12-06 | 2020-04-17 | 中铁城建集团有限公司 | Method for quickly constructing foundation moulding bed |
| CN111188352A (en) * | 2020-02-25 | 2020-05-22 | 中建四局第一建筑工程有限公司 | Prefabricated cushion cap structure of instrument formula |
| CN112411597A (en) * | 2020-11-10 | 2021-02-26 | 上海宝冶集团有限公司 | Construction method of side formwork of underground bearing platform |
| CN114687371A (en) * | 2022-03-31 | 2022-07-01 | 成都建工第二建筑工程有限公司 | Assembled prefabricated brick forming die inclined construction method |
-
2018
- 2018-03-16 CN CN201820355563.6U patent/CN207998854U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109778889A (en) * | 2018-12-29 | 2019-05-21 | 河南科建建设工程有限公司 | Basic KSC plate assembly formwork construction method |
| CN111021387A (en) * | 2019-12-06 | 2020-04-17 | 中铁城建集团有限公司 | Method for quickly constructing foundation moulding bed |
| CN111188352A (en) * | 2020-02-25 | 2020-05-22 | 中建四局第一建筑工程有限公司 | Prefabricated cushion cap structure of instrument formula |
| CN112411597A (en) * | 2020-11-10 | 2021-02-26 | 上海宝冶集团有限公司 | Construction method of side formwork of underground bearing platform |
| CN114687371A (en) * | 2022-03-31 | 2022-07-01 | 成都建工第二建筑工程有限公司 | Assembled prefabricated brick forming die inclined construction method |
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