CN219006422U - Prefabricated cushion cap template of foam concrete - Google Patents
Prefabricated cushion cap template of foam concrete Download PDFInfo
- Publication number
- CN219006422U CN219006422U CN202221366567.7U CN202221366567U CN219006422U CN 219006422 U CN219006422 U CN 219006422U CN 202221366567 U CN202221366567 U CN 202221366567U CN 219006422 U CN219006422 U CN 219006422U
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- fixed orifices
- adjacent
- precast
- prefabricated plate
- precast slabs
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- 239000011381 foam concrete Substances 0.000 title claims abstract description 23
- 238000001035 drying Methods 0.000 claims abstract description 12
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 3
- 239000007788 liquid Substances 0.000 claims abstract 3
- 238000009434 installation Methods 0.000 abstract description 19
- 239000004567 concrete Substances 0.000 abstract description 7
- 239000002002 slurry Substances 0.000 abstract description 7
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 238000011900 installation process Methods 0.000 abstract description 3
- 239000000203 mixture Substances 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 238000005192 partition Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000005553 drilling Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Images
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Road Paving Structures (AREA)
Abstract
The utility model relates to a foam concrete prefabricated bearing platform template, which solves the problems that the existing prefabricated bearing platform template is too heavy and difficult to install. Including the rectangle or square cushion cap template that are formed by adjacent prefabricated plate concatenation together, adjacent prefabricated plate passes through fixed knot constructs to be connected, and fixed knot constructs including locating more than one first fixed orifices on one of them prefabricated plate, locates rather than adjacent second fixed orifices, pours into the quick-drying thick liquids at first fixed orifices and second fixed orifices into to and insert the reinforcing bar in first fixed orifices and second fixed orifices, the prefabricated plate is made by foam and concrete mixture. The foam concrete precast slab reduces the weight of the precast slab, effectively lightens the labor intensity of installation construction and accelerates the installation speed; during installation, quick-drying slurry is injected into the first fixing holes and the second fixing holes of the adjacent precast slabs, and then reinforcing steel bars are inserted, so that the adjacent precast slabs are quickly spliced and fixed, the installation process is simplified, and the installation strength is also greatly improved.
Description
Technical Field
The utility model relates to a foam concrete prefabricated bearing platform template.
Background
Some concrete members of the foundation part of modern buildings, such as side forms of foundation beams, bearing platforms, raft boards, water collection pits and the like, are not easy to dismantle, and brick moulding bed is generally required to be built to replace wood forms or steel forms which cannot be applied to support the forms. With the development of building technology, more and more new processes and new materials are applied to the building field, wherein prefabricated plates are widely popularized instead of the traditional bricking process for manufacturing bearing platform molds, and the prefabricated plates have many advantages such as cost saving, labor saving, construction period shortening, high overall strength and the like.
Hollow partition boards such as ceramsite concrete are used for general prefabricated bearing platform templates, and are applied to more and more projects, but the hollow partition boards have the following defects: on one hand, the weight of the plate is too heavy, the plate is not easy to install, and a hoisting machine tool is often required to be constructed; on the other hand, the installation method is generally an installation method of a partition board, namely, mortar masonry bonding is adopted, and the method is not suitable for installation of a bearing platform die with larger side pressure in the earthwork backfilling stage, so that the condition that the bearing platform die of the prefabricated partition board is crushed during earthwork backfilling is often encountered; in addition, the mortar bond process requires the use of more mortar, and in order to achieve a certain structural strength, it is also necessary to wait for the mortar strength to develop to a certain extent, usually at least more than one day, as for the brickwork, and this waiting time needs to be counted in its installation period.
Disclosure of Invention
The utility model aims to solve the problems that the existing prefabricated bearing platform template is too heavy and difficult to install.
The technical scheme adopted for solving the technical problems is as follows: the foam concrete prefabricated bearing platform template comprises a rectangular or square bearing platform template formed by splicing adjacent prefabricated plates together, wherein the adjacent prefabricated plates are connected through a fixing structure, the fixing structure comprises more than one first fixing hole arranged on one prefabricated plate, a second fixing hole arranged on the other prefabricated plate adjacent to the first fixing hole and corresponding to the first fixing hole, quick-drying slurry injected into the first fixing hole and the second fixing hole, and reinforcing steel bars inserted into the quick-drying slurry in the first fixing hole and the quick-drying slurry in the second fixing hole, and the prefabricated plates are made of foam and concrete.
The technical scheme for further limiting the utility model comprises the following steps:
the bearing platform templates are formed by splicing precast slabs which are vertically arranged, and more than two fixing structures are arranged between every two adjacent precast slabs.
The bearing platform template is formed by splicing a group of precast slabs which are vertically arranged, more than two fixing structures are arranged between every two adjacent precast slabs, one group of precast slabs are formed by splicing two precast slabs which are transversely arranged, and more than two fixing structures are arranged between the two precast slabs which are transversely arranged.
Through the technical scheme, the utility model has the beneficial effects that: the foam concrete precast pile cap template uses the foam concrete precast slab to replace ceramsite concrete, so that the weight of the precast slab is greatly reduced, the labor intensity of installation and construction is effectively reduced, and the installation speed is increased; during installation, the quick-drying slurry is injected into the first fixing holes and the second fixing holes of the adjacent precast slabs, and then the reinforcing steel bars are inserted into the second fixing holes and the second fixing holes, so that the adjacent precast slabs are quickly spliced and fixed, the structure of the foam concrete precast cap template simplifies the installation process and also greatly improves the installation strength.
Drawings
Fig. 1 is a schematic view showing a vertical arrangement of precast slabs of a precast slab form of a precast foam concrete deck of the present utility model.
FIG. 2 is a schematic view of a transverse arrangement of precast slabs of a precast slab form of a precast foam concrete deck of the present utility model.
Detailed Description
The structure of the present utility model will be further described with reference to the accompanying drawings.
Referring to fig. 1 and 2, a precast foam concrete deck form of the present utility model includes a rectangular or square deck form formed by splicing adjacent precast slabs 1 together, the adjacent precast slabs being connected by a fixing structure 2 including at least one first fixing hole 21 provided on one of the precast slabs 1, a second fixing hole 22 provided on the other precast slab adjacent thereto corresponding to the first fixing hole, quick-drying paste 23 injected into the first and second fixing holes, and reinforcing bars 24 inserted into the quick-drying paste in the first and second fixing holes, the precast slabs being made of a mixture of foam and concrete. The foam concrete precast pile cap template uses the foam concrete precast slab to replace ceramsite concrete, so that the weight of the precast slab is greatly reduced, the labor intensity of installation and construction is effectively reduced, and the installation speed is increased; during installation, the quick-drying slurry is injected into the first fixing holes and the second fixing holes of the adjacent precast slabs, and then the reinforcing steel bars are inserted into the second fixing holes and the second fixing holes, so that the adjacent precast slabs are quickly spliced and fixed, the structure of the foam concrete precast cap template simplifies the installation process and also greatly improves the installation strength.
The utility model relates to a foam concrete prefabricated bearing platform template, which comprises the following steps: a: paying off and positioning, and determining the position and the size of a bearing platform; b: pre-paving a precast slab, and pre-placing the precast slab at a rough position for standby; c: drilling 2-3 holes on the side edges of the prefabricated plates by using a drilling machine, wherein the holes of the adjacent prefabricated plates are respectively a first fixing hole and a second fixing hole, and the diameters of the first fixing hole and the second fixing hole are controlled to be about 20 mm; d: grouting, namely extruding the special quick-drying slurry into a first fixing hole and a second fixing hole on the side edge of the precast slab by using a cement gun; e: the short steel bars are inserted into the first fixing holes and the second fixing holes which are filled with grouting materials on the side edges of the precast slabs and fixed; f: splicing, namely splicing the aligned positions of the two precast slabs, so that the steel bars are inserted into the two precast slabs at the same time, and controlling the horizontal and vertical positions of the precast slabs; g: and (3) supporting, namely repeating the above processes until the installation of the precast slab is completed, and then carrying out internal supporting by using a square or scaffold steel pipe to prevent the precast slab from moving inwards or being damaged in the earthwork backfilling process. The prefabricated slab is spliced by using the reinforcing steel bars and the grouting materials, so that the prefabricated slab is simple to operate, high in overall splicing strength and not easy to topple, the installation speed is increased, the installation labor intensity is reduced, and the prefabricated slab has good social and economic benefits.
In this embodiment, the cushion cap template is formed by the concatenation of the prefabricated plate of vertical arrangement, is equipped with more than two fixed knot constructs between the adjacent prefabricated plate. In specific implementation, the bearing platform template can also be formed by splicing a group of precast slabs which are vertically arranged, more than two fixing structures are arranged between the adjacent precast slabs, one group of precast slabs are formed by splicing two precast slabs which are transversely arranged, and more than two fixing structures are arranged between the two precast slabs which are transversely arranged.
Although specific embodiments of the utility model have been described in detail with reference to the accompanying drawings, the utility model should not be construed as limited to the scope of protection of the utility model. Various modifications and variations which may be made by those skilled in the art without the creative effort fall within the protection scope of the present utility model within the scope described in the claims.
Claims (3)
1. The utility model provides a precast foam concrete cushion cap template which characterized in that: including the rectangle or square cushion cap template that are formed by adjacent prefabricated plate concatenation together, adjacent prefabricated plate passes through fixed knot constructs to be connected, fixed knot construct including locating more than one first fixed orifices on one of them prefabricated plate, locate the second fixed orifices that corresponds first fixed orifices on another prefabricated plate rather than adjacent, pour into the quick-drying thick liquids at first fixed orifices and second fixed orifices into to and insert the reinforcing bar in the quick-drying thick liquids in first fixed orifices and in the second fixed orifices, the prefabricated plate be foam concrete prefabricated plate.
2. A precast foam concrete deck form as recited in claim 1, wherein: the bearing platform templates are formed by splicing precast slabs which are vertically arranged, and more than two fixing structures are arranged between every two adjacent precast slabs.
3. A precast foam concrete deck form as recited in claim 1, wherein: the bearing platform template is formed by splicing a group of precast slabs which are vertically arranged, more than two fixing structures are arranged between every two adjacent precast slabs, one group of precast slabs are formed by splicing two precast slabs which are transversely arranged, and more than two fixing structures are arranged between the two precast slabs which are transversely arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221366567.7U CN219006422U (en) | 2022-06-02 | 2022-06-02 | Prefabricated cushion cap template of foam concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221366567.7U CN219006422U (en) | 2022-06-02 | 2022-06-02 | Prefabricated cushion cap template of foam concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219006422U true CN219006422U (en) | 2023-05-12 |
Family
ID=86249900
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221366567.7U Active CN219006422U (en) | 2022-06-02 | 2022-06-02 | Prefabricated cushion cap template of foam concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219006422U (en) |
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2022
- 2022-06-02 CN CN202221366567.7U patent/CN219006422U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20240119 Address after: Room 303-3, Building 1, Shengyue Garden, No. 33 Shunye East Road, Xingtan Town, Shunde District, Foshan City, Guangdong Province, 518000 (Residence Declaration) Patentee after: Foshan Yanyi Zhizao Technology Co.,Ltd. Address before: Room 101, Building 2, No. 3, Baofeng Road, Liulian Community, Pingshan District, Shenzhen, Guangdong 518000 Patentee before: SHENZHEN MINGYUAN BUILDING TECHNOLOGY Co.,Ltd. |