CN211714260U - Prevent infilled wall structure of fracture - Google Patents
Prevent infilled wall structure of fracture Download PDFInfo
- Publication number
- CN211714260U CN211714260U CN201922432899.5U CN201922432899U CN211714260U CN 211714260 U CN211714260 U CN 211714260U CN 201922432899 U CN201922432899 U CN 201922432899U CN 211714260 U CN211714260 U CN 211714260U
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- building
- wall structure
- crossbeam
- beam part
- wall
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- 239000000945 filler Substances 0.000 claims abstract description 6
- 238000005336 cracking Methods 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000009435 building construction Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 11
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
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Abstract
The utility model discloses a filler wall structure of preventing ftractureing belongs to building construction technical field, including first crossbeam part, second crossbeam part and prefabricated constructional column, prefabricated constructional column arranges the intermediate position at two building stands, flushes with building crossbeam and ground respectively from top to bottom, the both sides of first crossbeam part and second crossbeam part are all connected with the lateral wall that corresponds stand and prefabricated constructional column through the crab-bolt structure, the enhancement post has been arranged to vertical position in the middle of first crossbeam part and the second crossbeam part, the crab-bolt structural connection that the bottom of enhancement post corresponds through pull rod and first crossbeam part. The technical problem that the filling wall is easy to crack in the prior art is solved. After this scheme of adoption, can solve the technical problem that prior art infilled wall lateral wall and top cracked easily.
Description
Technical Field
The utility model relates to a construction technical field, in particular to prevent infilled wall structure of fracture.
Background
At present along with the rapid development of economy, people's standard of living's improvement, the flexibility requirement to the interior space is more and more high, frame construction is welcomed by people with its good anti-seismic performance, characteristics such as the interior structure spatial arrangement is nimble, common brickwork infilled wall carries out the interior space and cuts off among the frame construction, adopt the small-size hollow building block of light aggregate concrete to carry out brickwork infilled wall also by the wide use, but directly carry out the infilled wall of brickwork, the condition of fracture appears easily, including the side and the direct crack of top and concrete beam column seriously influence aesthetic feeling and the use experience of later stage fitment, also there is certain potential safety hazard.
The applicant of the patent researches the structure and develops a cracking-proof infilled wall structure to solve the technical problem that the side wall and the top of the infilled wall are easy to crack in the prior art.
Disclosure of Invention
An object of the utility model is to provide a prevent infilled wall structure of fracture to solve the technical problem that prior art infilled wall cracked easily.
In order to achieve the above purpose, the technical solution of the present invention is as follows:
the utility model provides a prevent infilled wall structure of ftractureing, includes first crossbeam part, second crossbeam part and prefabricated constructional column, prefabricated constructional column arranges the intermediate position at two building stand, and it is flush with building crossbeam and ground respectively from top to bottom, the both sides of first crossbeam part and second crossbeam part are all connected with the lateral wall that corresponds stand and prefabricated constructional column through the crab-bolt structure, the reinforcing post has been arranged to the vertical position in the middle of first crossbeam part and the second crossbeam part, the bottom of reinforcing post is passed through the pull rod and is connected with the crab-bolt structure that first crossbeam part corresponds.
Furthermore, the first cross beam part and the second cross beam part are both of steel plate structures, and a plurality of round holes are formed in the steel plate structures. The mortar has better bearing and anti-stretching capacity, and the circular hole structure can better fuse mortar, so that the whole structure is more stable.
Further, the reinforcing column is of an I-shaped steel structure. The structural strength of the reinforcing column can be improved, and the vertical rolling or twisting can be prevented.
Further, the first beam member is disposed between one-half and two-thirds of the height of the entire infill wall. The structural distribution is more reasonable and stable.
Further, the second beam member is disposed between one third and one half of the height of the entire infill wall.
Furthermore, a tightening bolt is arranged on the pull rod. Through the effect of pull rod and tightening bolt for first crossbeam part and two pull rods form an anti-triangle-shaped structure, and strengthen the position that the post is in this anti-triangle-shaped vertically high, thereby form a whole firm bearing structure, prevent the fracture of infilled wall.
After this scheme of adoption, contrast prior art has following beneficial effect:
according to the anti-cracking filler wall structure, a first beam part, a second beam part and a prefabricated constructional column are arranged at the position of a filler wall to be built, the prefabricated constructional column is used as the center, the structure is arranged in a bilateral symmetry mode, an inverted triangle structure is formed by the first beam part and two pull rods on one side, and a reinforcing column is located at the position where the inverted triangle is vertically high, so that a whole stable bearing structure is formed;
through the structure, the cracking phenomenon of the left side position and the right side position of the connection between the traditional block infilled wall and the building upright post and the cracking phenomenon of the top position of the connection between the traditional block infilled wall and the building cross beam can be prevented, meanwhile, the structure has good stability, certain elastic space and earthquake resistance, and the possibility of loss can be reduced under extreme conditions;
this structure does not carry out the rigid connection to original building stand and crossbeam, and is less to original building atress change, has also reduced the uneven problem of single point atress to the structural strength of the whole building of protection.
Drawings
Fig. 1 is a schematic view of the overall structure of the preferred embodiment.
Fig. 2 is a schematic view of a single-sided structural arrangement.
Fig. 3 is a schematic diagram of a rectangular-constructed infilled wall structure according to the preferred embodiment.
Detailed Description
Referring to fig. 1 and 2, an anti-cracking infill wall structure for a masonry infill wall in a frame building structure comprises a first beam member 11, a second beam member 12 and a prefabricated construction column 1, wherein the prefabricated construction column 1 is arranged at the middle position of two building columns 21, the upper and lower parts of the prefabricated construction column are flush with a building beam 22 and the ground respectively, two sides of the first beam member 11 and the second beam member 12 are connected with the side walls of the corresponding building column 21 and the prefabricated construction column 1 through anchor bolts 16, a reinforcing column 13 is arranged at the middle vertical position of the first beam member 11 and the second beam member 12, two ends of a pull rod 14 can be connected with the bottom of the reinforcing column 13 and the anchor bolt 16 corresponding to the first beam member 11 through welded structures, the pull rod 14 is composed of two sections, threads are arranged at the middle position of the pull rod 14 and connected through a hexagonal bolt 15, so that the hexagonal bolt 15 can be rotated, the length of the pull rod 14 is adjusted and is in a stretched state;
During specific construction operation, the prefabricated constructional column 1 is manufactured according to the height of a single-storey building and the corresponding height between the ground and the building cross beam 22, during specific arrangement, the first cross beam part 11 is preferably arranged at two thirds of the height of the whole filling wall, the second cross beam part 12 is preferably arranged at one third of the height of the whole filling wall, and during manufacturing of the prefabricated constructional column 1, anchor points can be embedded in the side wall of the prefabricated constructional column to be conveniently connected with the anchor bolt structure 16;
manufacturing and molding a first cross beam part 11 and a second cross beam part 12 according to the distance between the building upright posts 21, and arranging expansion bolts or other anchor points at the positions corresponding to the building upright posts 21 so as to be connected with the anchor bolt structures 16;
through rotating the hexagonal bolt 15, the length of the pull rod 14 is adjusted, and the pull rod 14 is in a stretched state, so that the first cross beam part 11 and the two pull rods 14 form an inverse triangle structure, and a whole stable bearing structure is formed under the action of the reinforcing column 13.
When concrete building blocks are adopted, the light aggregate concrete small hollow building blocks can be adopted, the building blocks can be embedded into the corresponding pull rods 14 in a cutting mode, and the paved surfaces are filled with mortar, so that the construction of the whole filling wall is completed.
Referring to fig. 3, in some cases, by the right-angle arrangement, it is possible to apply to the construction of infilled walls arranged at right angles and maintain a good structural strength of the whole.
In summary, according to the anti-cracking filler wall structure, the first beam part 11, the second beam part 12 and the prefabricated constructional column 1 are arranged at the position of the filler wall to be built, the prefabricated constructional column 1 is used as the center, the structure is arranged in a left-right symmetrical mode, the first beam part 11 and the two pull rods 14 form an inverted triangle structure on one side, and the reinforcing column 13 is located at the position where the inverted triangle is vertically high, so that a whole stable bearing structure is formed;
through the structure, the cracking phenomenon of the left side position and the right side position of the connection between the traditional block infilled wall and the building upright post and the cracking phenomenon of the top position of the connection between the traditional block infilled wall and the building cross beam can be prevented, meanwhile, the structure has good stability, certain elastic space and earthquake resistance, and the possibility of loss can be reduced under extreme conditions;
this structure does not carry out the rigid connection to original building stand and crossbeam, and is less to original building atress change, has also reduced the uneven problem of single point atress to the structural strength of the whole building of protection.
Claims (6)
1. The utility model provides a filler wall structure of preventing ftractureing which characterized in that: the prefabricated building column is arranged in the middle of two building columns, the upper portion and the lower portion of the prefabricated building column are flush with a building beam and the ground respectively, the two sides of the first beam part and the second beam part are connected with the corresponding columns and the side walls of the prefabricated building column through anchor bolt structures, reinforcing columns are arranged in the middle vertical positions of the first beam part and the second beam part, and the bottoms of the reinforcing columns are connected with the anchor bolt structures corresponding to the first beam part through pull rods.
2. The cracking-resistant infill wall structure of claim 1, wherein: the first cross beam part and the second cross beam part are both of steel plate structures, and a plurality of round holes are formed in the steel plate structures.
3. The cracking-resistant infill wall structure of claim 1, wherein: the reinforcing column is of an I-shaped steel structure.
4. The cracking-resistant infill wall structure of claim 1, wherein: the first beam member is disposed between one-half and two-thirds of the height of the overall infill wall.
5. The cracking-resistant infill wall structure of claim 4, wherein: the second beam member is disposed between one-third and one-half of the height of the overall infill wall.
6. The cracking-resistant infill wall structure of claim 1, wherein: and the pull rod is provided with a tightening bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922432899.5U CN211714260U (en) | 2019-12-30 | 2019-12-30 | Prevent infilled wall structure of fracture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922432899.5U CN211714260U (en) | 2019-12-30 | 2019-12-30 | Prevent infilled wall structure of fracture |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211714260U true CN211714260U (en) | 2020-10-20 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922432899.5U Expired - Fee Related CN211714260U (en) | 2019-12-30 | 2019-12-30 | Prevent infilled wall structure of fracture |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211714260U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI779723B (en) * | 2021-07-15 | 2022-10-01 | 華瑞博陽有限公司 | Reinforcement structure of wet partition wall |
-
2019
- 2019-12-30 CN CN201922432899.5U patent/CN211714260U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| TWI779723B (en) * | 2021-07-15 | 2022-10-01 | 華瑞博陽有限公司 | Reinforcement structure of wet partition wall |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201020 |
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| CF01 | Termination of patent right due to non-payment of annual fee |