CN209891463U - Reinforced structure of wall body - Google Patents
Reinforced structure of wall body Download PDFInfo
- Publication number
- CN209891463U CN209891463U CN201822209135.5U CN201822209135U CN209891463U CN 209891463 U CN209891463 U CN 209891463U CN 201822209135 U CN201822209135 U CN 201822209135U CN 209891463 U CN209891463 U CN 209891463U
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- CN
- China
- Prior art keywords
- bearing wall
- wall
- rib
- subassembly
- lacing wire
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model relates to a bearing wall reinforcement technology, which relates to a wall body reinforcement structure, comprising a bearing wall which is connected with the same wall body and is in an upper and a lower relationship, the reinforcement structure is formed by pouring a steel component and a concrete layer and is arranged on one side wall surface of the bearing wall, the steel component comprises an upper component arranged on the upper bearing wall, a lower component arranged on the lower bearing wall, and a lacing wire which runs through the wall body and is connected with the component and the lower component, the upper component and the lower component both comprise a transverse strengthening rib and a longitudinal strengthening rib which are mutually crossed and connected, and also comprise a first fixing rib and a second fixing rib, the first fixing rib and the second fixing rib are both in U-shaped, the first fixing rib has an arc-shaped end, one end is hung on the transverse strengthening rib, the other end is inserted on the upper bearing wall and the lower bearing wall, the second fixing rib has an arc-shaped end, one end is hung on the lacing wire, and the other end is inserted on the upper bearing wall, the utility model discloses the bearing wall bears horizontal load and ballast load ability reinforce, and structural strength is big.
Description
Technical Field
The utility model relates to a bearing wall reinforcement technique, more specifically say, it relates to a reinforced structure of wall body.
Background
In some single-storey buildings, the load-bearing walls of the upper and lower floors are stacked, and such a structure affects the structural stability, the ability to withstand horizontal and ballast loads of the load-bearing walls. In order to solve the technical problem, a reinforcing structure formed by combining a steel frame and concrete is additionally arranged on one side of a load-bearing wall at present, but the reinforcing capability of the reinforcing structure is relatively weak.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art exists, the utility model aims to provide a rational in infrastructure simple, bearing wall bears horizontal load and ballast load ability reinforce, the wall body reinforced structure that structural strength is big.
In order to achieve the above purpose, the utility model provides a following technical scheme:
the utility model provides a reinforced structure of wall body, include and connect with same wall body, and be upper, the bearing wall of lower relation, reinforced structure pours by steel subassembly and concrete layer and constitutes and arrange in on one side wall of bearing wall, the steel subassembly is including arranging the last subassembly on the last bearing wall in, arrange the lower subassembly on the lower bearing wall in, run through the wall body and keep up the lacing wire that subassembly and lower subassembly are connected, it all includes horizontal strengthening rib and vertical strengthening rib of intercrossing connection with lower subassembly to go up the subassembly, still include first fixed muscle and the fixed muscle of second, first fixed muscle and the fixed muscle of second all are the U type form, first fixed muscle has curved one end to hang on horizontal strengthening rib, and the other end inserts on last bearing wall and lower bearing wall, the fixed muscle of second has curved one end to hang on the lacing wire, and the other end inserts on last bearing wall and lower bearing wall.
Through adopting above-mentioned technical scheme, at first punch on last bearing wall and lower bearing wall to with the fixed muscle of first fixed muscle and second in the insert hole, set up horizontal strengthening rib and vertical strengthening rib in last bearing wall and lower bearing wall through crisscross form again, then install the lacing wire again, because the setting of the fixed muscle of first fixed muscle and second, make horizontal strengthening rib, vertical strengthening rib and lacing wire between the correlation fixed. Make the steel subassembly of whole integrated configuration have extremely strong structural strength, cooperate pouring of concrete again, improved the stability of going up bearing wall and lower bearing wall and bear horizontal load and the ability of ballast load of being connected.
The utility model discloses further set up to: the welding has the first ring that is used for horizontal strengthening rib to run through on the first fixed muscle, and the welding has the third ring that is used for the second ring that the lacing wire runs through and is used for vertical strengthening rib to run through on the fixed muscle of second.
The arrangement of the first ring, the second ring and the third ring improves the assembly stability of the lacing wire, the transverse reinforcing rib and the first fixing rib.
The utility model discloses further set up to: the part of the lacing wire arranged in the wall body is a reinforcing part, and a frame is reinforced on the reinforcing part.
Through adopting above-mentioned technical scheme, the setting of rib has improved the structural strength and the structural stability of lacing wire.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic structural view of the first fixing rib.
FIG. 3 is a schematic view of the second fixing rib
Detailed Description
Embodiments of the present invention are further described with reference to fig. 1 to 3.
The embodiment has the specific structure that: the reinforced structure is formed by pouring steel components and a concrete layer and is arranged on one side wall surface of the bearing wall.
The steel assembly comprises an upper assembly arranged on an upper bearing wall 11, a lower assembly arranged on a lower bearing wall 12, and a tie bar 3 which runs through the wall and is connected with the assembly and the lower assembly, wherein the upper assembly and the lower assembly respectively comprise a transverse reinforcing rib 4 and a longitudinal reinforcing rib 5 which are connected in an intersecting manner, and further comprise a first fixing rib 6 and a second fixing rib 7.
The first fixed rib 6 and the second fixed rib 7 are both in a U-shaped shape, the first fixed rib 6 is provided with an arc-shaped end which is hung on the transverse reinforcing rib 4, the other end of the first fixed rib is inserted on the upper bearing wall 11 and the lower bearing wall 12, the second fixed rib 7 is provided with an arc-shaped end which is hung on the lacing wire 3, and the other end of the second fixed rib is inserted on the upper bearing wall 11 and the lower bearing wall 12.
Firstly, holes are formed in an upper bearing wall 11 and a lower bearing wall 12, a first fixing rib 6 and a second fixing rib 7 are inserted into the holes, then, a transverse reinforcing rib 4 and a longitudinal reinforcing rib 5 are arranged on the upper bearing wall 11 and the lower bearing wall 12 in a crossed mode, and then, a lacing wire 3 is installed, and due to the arrangement of the first fixing rib 6 and the second fixing rib 7, the transverse reinforcing rib 4, the longitudinal reinforcing rib 5 and the lacing wire 3 are fixed in a mutual correlation mode. The steel components of the whole combined structure have extremely strong structural strength, and the stability of connection of the upper bearing wall 11 and the lower bearing wall 12 and the capacity of bearing horizontal load and ballast load are improved by matching with pouring of concrete.
The first fixing rib 6 is welded with a first ring 61 for the transverse reinforcing rib 4 to penetrate through, and the second fixing rib 7 is welded with a second ring 71 for the lacing wire 3 to penetrate through and a third ring 72 for the longitudinal reinforcing rib 5 to penetrate through.
The arrangement of the first ring 61, the second ring 71 and the third ring 72 improves the assembling stability of the lacing wire 3, the transverse reinforcing rib 4 and the first fixing rib 6.
The part of the lacing wire 3 arranged in the wall body is a reinforcing part, and a frame 31 is reinforced on the reinforcing part. The arrangement of the reinforcing part improves the structural strength and the structural stability of the lacing wire 3.
The above is only the preferred embodiment of the present invention, and is not intended to limit the present invention, and the skilled in the art can carry out the common changes and replacements within the technical solution of the present invention.
Claims (3)
1. The utility model provides a reinforced structure of wall body, includes and is the bearing wall of upper and lower relation with same wall connection, reinforced structure pours by steel subassembly and concrete layer and constitutes and arrange one side wall of bearing wall in on, characterized by: the steel subassembly is including arranging the last subassembly on the last bearing wall in, arrange the lower subassembly on the lower bearing wall in, run through the wall body and follow up the lacing wire that subassembly and lower subassembly are connected, go up the subassembly and all include intercrossing connection's horizontal strengthening rib and vertical strengthening rib with lower subassembly, still include the fixed muscle of first fixed muscle and second, the fixed muscle of first fixed muscle and second all is U type form, first fixed muscle has curved one end to hang on horizontal strengthening rib, and the other end inserts on last bearing wall and lower bearing wall, the fixed muscle of second has curved one end to hang on the lacing wire, and the other end inserts on last bearing wall and the lower bearing wall on the bearing wall.
2. The reinforcing structure for a wall according to claim 1, wherein: the welding has the first ring that is used for horizontal strengthening rib to run through on the first fixed muscle, and the welding has the third ring that is used for the second ring that the lacing wire runs through and is used for vertical strengthening rib to run through on the fixed muscle of second.
3. The reinforcing structure for a wall according to claim 2, wherein: the part of the lacing wire arranged in the wall body is a reinforcing part, and a frame is reinforced on the reinforcing part.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822209135.5U CN209891463U (en) | 2018-12-26 | 2018-12-26 | Reinforced structure of wall body |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201822209135.5U CN209891463U (en) | 2018-12-26 | 2018-12-26 | Reinforced structure of wall body |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209891463U true CN209891463U (en) | 2020-01-03 |
Family
ID=68989881
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201822209135.5U Expired - Fee Related CN209891463U (en) | 2018-12-26 | 2018-12-26 | Reinforced structure of wall body |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209891463U (en) |
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2018
- 2018-12-26 CN CN201822209135.5U patent/CN209891463U/en not_active Expired - Fee Related
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Legal Events
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 | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200103 Termination date: 20211226 |