CN209211477U - A kind of high-rise pile cap cast-in-place bed die construction system entirely - Google Patents
A kind of high-rise pile cap cast-in-place bed die construction system entirely Download PDFInfo
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- CN209211477U CN209211477U CN201821908850.1U CN201821908850U CN209211477U CN 209211477 U CN209211477 U CN 209211477U CN 201821908850 U CN201821908850 U CN 201821908850U CN 209211477 U CN209211477 U CN 209211477U
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- pile cap
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Abstract
The utility model discloses a kind of high-rise pile cap cast-in-place bed die construction systems entirely, comprising: several supporting beams several shelve beam, support platform, several formwork supporting plates；Several supporting beam perforation are held on several pile foundation of bearing platform steel pile castings, the beam of shelving vertically is held on supporting beam, the support platform be held on it is several shelve on beam, several formwork supporting plates are completely laid on support platform, are spliced between two neighboring formwork supporting plate plate.The utility model can solve high-rise pile cap full cast-in-situ steel reinforced concrete bed die and the problems such as be not easy to construct.
Description
Technical field
The utility model belongs to engineering construction field, especially provides a kind of high-rise pile cap cast-in-place bed die construction system entirely.
Background technique
High-rise pile cap is used as forming panel frequently with steel suspended box cofferdam+back cover plate etc., wherein common back cover plate form has
Steel bed die, assembled steel reinforced concrete bottom die, full cast-in-situ steel reinforced concrete bed die etc..
Itself Lack of support of steel bed die can not adapt to the functional requirements such as resistance to compression and anti-floating under different operating conditions, often need with
Bulk concrete bed die is used cooperatively；Assembled steel reinforced concrete bottom die required precision is high, process and cost of wheeling is big, whole
Body is poor；Full cast-in-situ steel reinforced concrete bed die can overcome the above deficiency, but traditional formwork way is unable to satisfy complete cast-in-place bottom
The construction requirement of mould.
Utility model content
The purpose of this utility model is to provide a kind of high-rise pile cap cast-in-place bed die construction systems entirely, for solving high pile
Platform full cast-in-situ steel reinforced concrete bed die such as is not easy to construct the problems.
The technical solution of the utility model is: a kind of high-rise pile cap cast-in-place bed die construction system entirely, comprising: several supporting beams
1, several to shelve beam 2, support platform 3, several formwork supporting plates 4；The perforation of several supporting beams 1 is held on several pile foundation of bearing platform steel shields
Cylinder 5 on, the beam 2 of shelving vertically is held on supporting beam 1, the support platform 3 be held on it is several shelve on beam 2,
Several formwork supporting plates 4 are completely laid on support platform 3, are spliced between two neighboring 4 plate of formwork supporting plate.
Preferably, sheet iron or aluminium foil are filled with when splicing between 4 plate of two neighboring formwork supporting plate.
Preferably, the supporting beam 1 is the I-steel that specification is 56a.
Preferably, described to shelve beam 2 and support platform 3 is the channel steel that specification is 28b.
Preferably, the formwork supporting plate 4 is the wooden glued board with a thickness of 15mm~18mm.
The utility model has following beneficial effect:
The utility model belongs to the construction scope of anhydrous dry operation, and construction cost is low, security performance is high, easy to operate and have
For reliable theory of mechanics as support, bearing capacity transfer route is scientific, reasonable；Meet power conservation requirement, by being 56a's to specification
The recycling for the channel steel that I-steel and specification are 28b, realizes the recycling to bed die bracket, meets green, environmental protection, section
About, recyclable principle；Strong flexibility, material specification and formwork way etc. can be adjusted flexibly according to actual needs, conducive to having
It is used cooperatively in the project that underwater pile cushion cap back cover plate formwork requires with steel suspended box cofferdam.
Detailed description of the invention
Fig. 1 is the plan view of the utility model；
Fig. 2 is the elevation of the utility model；
In figure: 1, supporting beam；2, beam is shelved；3, support platform；4, formwork supporting plate；5, pile foundation of bearing platform steel pile casting.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and examples.
As shown in Figure 1, 2, a kind of high-rise pile cap cast-in-place bed die construction system entirely, comprising: several supporting beams 1 several are shelved
Beam 2, support platform 3, several formwork supporting plates 4；Several perforation of supporting beam 1 are held on several pile foundation of bearing platform steel pile castings 5, shelve beam
2 are vertically held on supporting beam 1, support platform 3 be held on it is several shelve on beam 2, it is flat that several formwork supporting plates 4 are completely laid on support
On platform 3, piece needs closed butt joint between two neighboring 4 plate of formwork supporting plate, can increase sheet iron or aluminium foil closing when necessary.
Wherein: supporting beam 1 is the I-steel that specification is 56a, shelves beam 2 and support platform 3 is the channel steel that specification is 28b,
Formwork supporting plate 4 is the wooden glued board with a thickness of 15mm~18mm.
Recycled for convenience of by root, supporting beam 1 and pile foundation of bearing platform steel pile casting 5, shelve beam 2 and supporting beam 1, support platform 3 with
It shelves and is all made of the mode of shelving between beam 2 and is attached, it must not be using connection types such as welding, peg connections.
Branch mold materials is recyclable in the utility model, but considers working security and cost recovery, and wooden form is not
Recycling is given, laterally the support between two pile foundation of bearing platform steel pile castings 5 is not removed, will when installing steel pile casting periphery collar tie beam side form
The laterally support short beam and collar tie beam steel side form firm welding between two steel pile castings.
Before formwork construction, the former materials quality such as channel steel used, steel plate need to be checked, it is tight for deforming excessive, damaged or corrosion
Weight and the material for being unable to satisfy requirement are forbidden using considering also to need to make at anti-corrosion all material for a long time when being used in turn
Reason.
Concreting should be carried out according to the sequence of " first strong support, rear weak support ", the non-overhanging section position of the Construction Support beam that takes the lead in,
Construction Support beam overhangs section position again.
After steel lifted trunk is integrally promoted, channel steel panel is successively removed from top to bottom, shelves beam and supporting beam, realizes returning for material
It receives and utilizes.
The specification, quantity of branch mold materials used in the utility model can be mixed according to material self-bearing capacity, full cast in place reinforced bar
The calculating such as solidifying grave bottom plate self weight and bottom plate projected area determine, and should be perforated according to flow rate of water flow when construction etc. to supporting beam 1
It takes plug timber wedge, be welded with the strengthening measures such as steel plate in position；The utility model weighs about certainly for full cast-in-situ steel reinforced concrete back cover plate
It is used in the case where 200t, projected area about 136m2, attached drawing illustrated dimension is only for reference；Branch under the influence of other composite factors
Material specification needed for mould mode and quantity etc. not illustrate, factually calculate adjustment on this basis.
The above embodiments are only for explaining the technical ideas and features of the present invention, and its object is to allow be familiar with technique
Personage can understand the content of the utility model and implement accordingly, do not limit the protection scope of the present invention.
All equivalent change or modifications according to made by the spirit of the present invention essence, should all cover the protection scope of the utility model it
It is interior.
Claims (5)
1. a kind of high-rise pile cap cast-in-place bed die construction system entirely characterized by comprising several supporting beams (1) several shelve beam
(2), support platform (3), several formwork supporting plates (4)；Several supporting beams (1) perforation is held on several pile foundation of bearing platform steel pile castings
(5) on, the beam (2) of shelving vertically is held on supporting beam (1), and the support platform (3), which is held on, several shelves beam
(2) on, several formwork supporting plates (4) are completely laid on support platform (3), are spliced between two neighboring formwork supporting plate (4) plate.
2. a kind of high-rise pile cap described in accordance with the claim 1 cast-in-place bed die construction system entirely, which is characterized in that described adjacent two
Sheet iron or aluminium foil are filled with when splicing between a formwork supporting plate (4) plate.
3. a kind of high-rise pile cap described in accordance with the claim 1 cast-in-place bed die construction system entirely, which is characterized in that the supporting beam
(1) it is I-steel that specification is 56a.
4. a kind of high-rise pile cap described in accordance with the claim 1 cast-in-place bed die construction system entirely, which is characterized in that described to shelve beam
(2) and support platform (3) is channel steel that specification is 28b.
5. a kind of high-rise pile cap described in accordance with the claim 1 cast-in-place bed die construction system entirely, which is characterized in that the formwork supporting plate
It (4) is the wooden glued board with a thickness of 15mm~18mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821908850.1U CN209211477U (en) | 2018-11-20 | 2018-11-20 | A kind of high-rise pile cap cast-in-place bed die construction system entirely |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821908850.1U CN209211477U (en) | 2018-11-20 | 2018-11-20 | A kind of high-rise pile cap cast-in-place bed die construction system entirely |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209211477U true CN209211477U (en) | 2019-08-06 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821908850.1U Active CN209211477U (en) | 2018-11-20 | 2018-11-20 | A kind of high-rise pile cap cast-in-place bed die construction system entirely |
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| CN (1) | CN209211477U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610496A (en) * | 2018-11-20 | 2019-04-12 | 中国建筑第四工程局有限公司 | A kind of high-rise pile cap cast-in-place bed die construction system entirely |
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2018
- 2018-11-20 CN CN201821908850.1U patent/CN209211477U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610496A (en) * | 2018-11-20 | 2019-04-12 | 中国建筑第四工程局有限公司 | A kind of high-rise pile cap cast-in-place bed die construction system entirely |
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Legal Events
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|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200430 Address after: 518000 shop on the second and third floor of jintaoyuan building, No. 193, Taoyuan Road, Nantou street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Fourth Bureau Civil Engineering Co.,Ltd. Address before: 510665, Guangzhou, Guangdong, Tianhe District Province Yun Road, No. 16, B, building 5 floor Patentee before: CHINA CONSTRUCTION FOURTH ENGINEERING DIVISION Co.,Ltd. |
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| TR01 | Transfer of patent right |