CN216476701U - Assembled concrete enclosure of full dry type connection - Google Patents
Assembled concrete enclosure of full dry type connection Download PDFInfo
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- CN216476701U CN216476701U CN202122027406.7U CN202122027406U CN216476701U CN 216476701 U CN216476701 U CN 216476701U CN 202122027406 U CN202122027406 U CN 202122027406U CN 216476701 U CN216476701 U CN 216476701U
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Abstract
The utility model discloses a full-dry type connected assembly type concrete enclosure wall, and relates to the technical field of concrete enclosure walls. The prefabricated ribbed concrete wall plate comprises prefabricated bearing platforms, wherein two prefabricated columns are fixedly installed at the tops of the prefabricated bearing platforms, a first prefabricated ribbed concrete wall plate is fixedly installed on the inner sides of the prefabricated columns, and a second prefabricated ribbed concrete wall plate located at the bottom of the first prefabricated ribbed concrete wall plate is fixedly installed on the inner sides of the prefabricated columns. The utility model solves the problems that the existing concrete enclosing wall is a reinforced block masonry enclosing wall, is built by adopting bricks or blocks through wet operation, has the strength influenced by the masonry and poor cohesiveness; or the light steel structure enclosing wall has poor aesthetic property and low repeated utilization rate and does not have the effect of circulation use.
Description
Technical Field
The utility model relates to the technical field of concrete enclosing walls, in particular to a full-dry type connected fabricated concrete enclosing wall.
Background
The concrete enclosing wall is frequently used in engineering, but the existing concrete enclosing wall is a reinforced building block masonry enclosing wall, is built by adopting bricks or building blocks through wet operation, and has the advantages of strength influenced by the masonry and poor cohesiveness; or the light steel structure enclosing wall has poor aesthetic property and low repeated utilization rate and does not have the effect of circulation use.
Disclosure of Invention
In order to solve the problems in the prior art, the utility model aims to provide a full-dry type connected fabricated concrete enclosure wall, which has the advantages of circulation use, solves the problems that the existing concrete enclosure wall is a reinforced building block enclosure wall, is formed by building bricks or building blocks through wet operation, has the strength influenced by the enclosure wall and is poor in cohesiveness; or the light steel structure enclosing wall has poor aesthetic property and low repeated utilization rate and does not have the effect of circulation use.
The utility model provides the following technical scheme: a full-dry type connected assembly type concrete enclosing wall comprises a prefabricated bearing platform, a prefabricated column is fixedly installed at the top of the prefabricated bearing platform, the number of the prefabricated bearing platforms is two, a first prefabricated ribbed concrete wall board is fixedly installed on the inner side of the prefabricated column, a second prefabricated ribbed concrete wall panel positioned at the bottom of the first prefabricated ribbed concrete wall panel is fixedly arranged on the inner side of the prefabricated column, the inner side of the prefabricated column is fixedly provided with a prefabricated bearing platform beam which is positioned at the bottom of the second prefabricated ribbed concrete wall panel, the top of the prefabricated bearing platform is fixedly connected with an embedded hanging ring, the top of the embedded hanging ring is movably connected with an inclined strut, the rib that increases the wallboard rigidity is evenly prefabricated in the inside of first prefabricated ribbed concrete surrounding wall board and the prefabricated ribbed concrete surrounding wall board of second to increase the rigidity of board.
The top of the prefabricated bearing platform and the bottom of the prefabricated column are fixedly installed through the embedded steel channel with the hole and the embedded screw.
The surface of the first prefabricated ribbed concrete wall panel is provided with first angle steel, and the surface of the second prefabricated ribbed concrete wall panel is provided with second angle steel.
And the first prefabricated ribbed concrete wall panel and the second prefabricated ribbed concrete wall panel are fixed by using bolts and a straight connecting piece through reserved holes.
And the prefabricated bearing platform beam and the prefabricated bearing platform are fixedly installed through the embedded sleeves and the bolts.
The back surfaces of the first prefabricated ribbed concrete wall panel and the second prefabricated ribbed concrete wall panel are fixedly installed on the top of the inclined strut through bolts.
The number of the first angle steels and the second angle steels is a plurality of, and the first angle steels and the second angle steels of the plurality of are uniformly distributed.
The front face of the first angle steel and the front face of the second angle steel are fixedly installed on the surface of the prefabricated column through bolts.
The utility model has the following beneficial effects:
1. the fully-assembled concrete enclosing wall solves the problems that the existing concrete enclosing wall is a reinforced building block masonry enclosing wall and is formed by building bricks or building blocks through wet operation, the strength is influenced by the masonry, the cohesiveness is poor, the attractiveness is poor, the recycling rate is low, and the effect of circulation use is not achieved. According to the utility model, the top of the prefabricated bearing platform and the bottom of the prefabricated column are fixedly installed through the embedded channel steel with holes and the embedded screw, so that the stability between the prefabricated bearing platform and the prefabricated column can be maintained. According to the utility model, the first prefabricated ribbed concrete wall panel can be supported through the arrangement of the first angle steel. According to the utility model, the first prefabricated ribbed concrete wall panel and the second prefabricated ribbed concrete wall panel are fixedly installed through the embedded sleeves and the bolts, so that the stability between the first prefabricated wall panel and the second prefabricated ribbed concrete wall panel can be maintained. According to the utility model, the precast bearing platform beam and the precast bearing platform are fixedly installed through the embedded sleeve and the bolt, so that the precast bearing platform beam and the precast bearing platform can be kept stable, and the stability of the precast bearing platform is effectively improved. According to the utility model, the first prefabricated ribbed concrete wall board and the second prefabricated ribbed concrete wall board are fixedly arranged on the top of the inclined strut, so that the stability of the first prefabricated ribbed concrete wall board and the second prefabricated ribbed concrete wall board can be improved.
2. According to the utility model, the number of the first angle steel and the second angle steel is set to be a plurality, so that the first prefabricated ribbed concrete wall panel and the second prefabricated ribbed concrete wall panel can be supported from all directions, and the stability of the first prefabricated ribbed concrete wall panel and the second prefabricated ribbed concrete wall panel is effectively improved. According to the utility model, the front surfaces of the first angle steel and the second angle steel are fixedly installed on the surfaces of the prefabricated columns through bolts, so that the stability between the first angle steel and the prefabricated ribbed concrete wall panels and the stability between the second angle steel and the prefabricated ribbed concrete wall panels are effectively improved.
Drawings
FIG. 1 is a front view of the structure of the present invention;
FIG. 2 is a left side view of the structure of the present invention;
FIG. 3 is an enlarged view of the structure at A in FIG. 1 according to the present invention.
In the figure: 1. prefabricating a bearing platform; 2. prefabricating a column; 3. a first prefabricated ribbed concrete wall panel; 4. A second prefabricated ribbed concrete wall panel; 5. prefabricating a bearing platform beam; 6. embedding a hanging ring; 7. bracing; 8. a first angle steel; 9. and a second angle steel.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
As shown in fig. 1 to 3, the prefabricated concrete wall slab comprises prefabricated bearing platforms 1, prefabricated columns 2 are fixedly installed at the tops of the prefabricated bearing platforms 1, the number of the prefabricated bearing platforms 1 is two, first prefabricated ribbed concrete wall slabs 3 are fixedly installed on the inner sides of the prefabricated columns 2, second prefabricated ribbed concrete wall slabs 4 located at the bottoms of the first prefabricated ribbed concrete wall slabs 3 are fixedly installed on the inner sides of the prefabricated columns 2, prefabricated bearing platform beams 5 are fixedly installed on the inner sides of the prefabricated columns 2, the prefabricated bearing platform beams 5 are located at the bottoms of the second prefabricated ribbed concrete wall slabs 4, embedded lifting rings 6 are fixedly connected to the tops of the prefabricated bearing platforms 1, inclined struts 7 are movably connected to the tops of the embedded lifting rings 6, and ribs 10 for increasing the rigidity of the wall slabs are uniformly prefabricated inside the first prefabricated ribbed concrete wall slabs 3 and the second prefabricated ribbed concrete wall slabs 4.
Referring to fig. 1, the top of the precast pile cap 1 and the bottom of the precast column 2 are both fixedly installed through embedded channel steel with holes and embedded screws.
This embodiment all sets up to through pre-buried foraminiferous channel-section steel and pre-buried screw rod fixed mounting through the top with prefabricated cushion cap 1 and the bottom of prefabricated post 2, can keep the stability between prefabricated cushion cap 1 and the prefabricated post 2.
Referring to fig. 1, the surface of the first prefabricated ribbed concrete wall panel 3 is provided with first angle steel 8, and the surface of the second prefabricated ribbed concrete wall panel 4 is provided with second angle steel 9.
This embodiment can support first prefabricated ribbed concrete dado 3 through the setting of first angle steel 8.
Referring to fig. 1, a first prefabricated ribbed concrete wall panel 3 and a second prefabricated ribbed concrete wall panel 4 are both fixed through a reserved hole by using a bolt and a straight connecting piece.
This embodiment is through all setting up first prefabricated ribbed concrete wall panel 3 and the prefabricated ribbed concrete wall panel 4 of second into through pre-buried sleeve and bolt fixed mounting, can keep the stability between first system wall panel and the prefabricated ribbed concrete wall panel 4 of second.
Referring to fig. 1, the precast pile cap beam 5 and the precast pile cap 1 are fixedly installed through embedded sleeves and bolts.
This embodiment is through all setting up prefabricated cushion cap roof beam 5 and prefabricated cushion cap 1 to through pre-buried sleeve and bolt fixed mounting, can make between prefabricated cushion cap roof beam 5 and the prefabricated cushion cap 1 remain stable, the effectual stability that improves prefabricated cushion cap 1.
Referring to fig. 1, the back surfaces of the first prefabricated ribbed concrete wall panel 3 and the second prefabricated ribbed concrete wall panel 4 are fixedly installed on the top of the inclined strut 7 through bolts.
This embodiment is through setting up first prefabricated ribbed concrete surrounding wall board 3 and the prefabricated ribbed concrete surrounding wall board 4 of second into the top fixed mounting with bracing 7, can improve the stability of first prefabricated ribbed concrete surrounding wall board 3 and the prefabricated ribbed concrete surrounding wall board 4 of second.
Referring to fig. 1, the number of the first angle steels 8 and the second angle steels 9 is several, and the several first angle steels 8 and the several second angle steels 9 are uniformly distributed.
This embodiment sets up to a plurality of through the quantity of first angle steel 8 with second angle steel 9, can support first prefabricated ribbed concrete wall panel 3 and second prefabricated ribbed concrete wall panel 4 from each position, and the effectual stability that has improved first prefabricated ribbed concrete wall panel 3 and second prefabricated ribbed concrete wall panel 4.
Referring to fig. 1, the front surface of the first angle steel 8 and the front surface of the second angle steel 9 are fixedly installed on the surface of the precast column 2 through bolts.
This embodiment all sets up to the fixed surface installation through bolt and prefabricated post 2 through the front with first angle steel 8 and the front of second angle steel 9, and the effectual stability that has improved between first angle steel 8 and second angle steel 9 and first prefabricated ribbed concrete wall panel 3 and the prefabricated ribbed concrete wall panel 4 of second.
According to the utility model, a precast column 2 is installed at the top of a precast pile cap 1 through an embedded perforated channel steel and an embedded screw, then a user installs a precast pile cap beam 5 to the inner side of the precast column 2 through an embedded sleeve and a bolt, then the user installs a first precast ribbed concrete wall panel 3 and a second precast ribbed concrete wall panel 4 through the embedded sleeve and the bolt, then the user sets the first precast ribbed concrete wall panel 3 and the second precast ribbed concrete wall panel 4 to the inner side of the precast column 2 through the matching of the bolt, a first angle steel 8 and a second angle steel 9, the user fixes an inclined strut 7 through an embedded hanging ring 6, and supports the first precast ribbed concrete wall panel 3 and the second precast ribbed concrete wall panel 4 through the inclined strut 7 to keep stable, so that the using effect is achieved. Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides an assembled concrete enclosure of full dry-type connection, includes prefabricated cushion cap (1), its characterized in that: the top of the prefabricated bearing platform (1) is fixedly provided with two prefabricated columns (2), the number of the prefabricated bearing platforms (1) is two, a first prefabricated ribbed concrete wall panel (3) is fixedly arranged on the side edge of the prefabricated column (2), a second prefabricated ribbed concrete wall panel (4) positioned at the bottom of the first prefabricated ribbed concrete wall panel (3) is fixedly arranged on the inner side of the prefabricated column (2), the inner side of the precast column (2) is fixedly provided with a precast bearing platform beam (5), the precast bearing platform beam (5) is positioned at the bottom of the second precast ribbed concrete wall board (4), the top of the prefabricated bearing platform (1) is fixedly connected with an embedded lifting ring (6), the top swing joint of rings (6) has bracing (7), the inside of first prefabricated ribbed concrete wall panel and second prefabricated ribbed concrete wall panel (4) is evenly prefabricated to have rib (10) that increase wallboard rigidity.
2. A fully dry joined fabricated concrete enclosure as claimed in claim 1, wherein: the top of the prefabricated bearing platform (1) and the bottom of the prefabricated column (2) are fixedly installed through the embedded channel steel with holes and the embedded screw.
3. A fully dry joined fabricated concrete enclosure as claimed in claim 2, wherein: the surface of the first prefabricated ribbed concrete wall panel (3) is provided with first angle steel (8), and the surface of the second prefabricated ribbed concrete wall panel (4) is provided with second angle steel (9).
4. A fully dry joined fabricated concrete enclosure as claimed in claim 3, wherein: the first prefabricated ribbed concrete wall panel (3) and the second prefabricated ribbed concrete wall panel (4) are fixed through reserved holes by using bolts and a straight connecting piece.
5. An all dry joined fabricated concrete enclosure as claimed in claim 4, wherein: and the prefabricated bearing platform beam (5) and the prefabricated bearing platform (1) are fixedly installed through the embedded sleeve and the bolt.
6. An all dry joined fabricated concrete enclosure as claimed in claim 5, wherein: the back surfaces of the first prefabricated ribbed concrete wall panel (3) and the second prefabricated ribbed concrete wall panel (4) are fixedly installed on the top of the inclined strut (7) through bolts.
7. An all dry joined fabricated concrete enclosure as claimed in claim 6, wherein: the number of the first angle steels (8) and the second angle steels (9) is a plurality of, and the first angle steels (8) and the second angle steels (9) are uniformly distributed.
8. An all dry joined fabricated concrete enclosure as claimed in claim 7, wherein: the front surface of the first angle steel (8) and the front surface of the second angle steel (9) are fixedly installed on the surface of the prefabricated column (2) through bolts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122027406.7U CN216476701U (en) | 2021-08-26 | 2021-08-26 | Assembled concrete enclosure of full dry type connection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122027406.7U CN216476701U (en) | 2021-08-26 | 2021-08-26 | Assembled concrete enclosure of full dry type connection |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216476701U true CN216476701U (en) | 2022-05-10 |
Family
ID=81433156
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122027406.7U Active CN216476701U (en) | 2021-08-26 | 2021-08-26 | Assembled concrete enclosure of full dry type connection |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216476701U (en) |
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2021
- 2021-08-26 CN CN202122027406.7U patent/CN216476701U/en active Active
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