CN204491906U - With the cracking-proof frame construction infilled wall of tension rib - Google Patents
With the cracking-proof frame construction infilled wall of tension rib Download PDFInfo
- Publication number
- CN204491906U CN204491906U CN201520044213.4U CN201520044213U CN204491906U CN 204491906 U CN204491906 U CN 204491906U CN 201520044213 U CN201520044213 U CN 201520044213U CN 204491906 U CN204491906 U CN 204491906U
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- CN
- China
- Prior art keywords
- infilled wall
- frame construction
- tension rib
- band
- sockets
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- 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 kind of cracking-proof frame construction infilled wall with tension rib, it comprises frame structural beam (1), frame construction post (2) and infilled wall (3), infilled wall (3) and the two sides, front and back of the junction of frame structural beam (1) are provided with transverse steel wire net (4), infilled wall (3) and the two sides, front and back of the junction of frame construction post (2) are provided with vertical steel silk screen (5), described frame construction post (2) is implanted into tension rib (2.1), infilled wall (3) comprise assemble body (3.1) and be positioned at tension rib (2.1) place that assembles body (3.1) socket band, beneath two-layer socketing is with as not through first sockets band (3.2), third layer sockets to be with as through second sockets band (3.3), 4th layer sockets band for the through 3rd and sockets band (3.4).Therefore should have with the cracking-proof frame construction infilled wall of tension rib and reduce crack generation, ensure the advantage of construction quality.
Description
Technical field
The utility model relates to a kind of cracking-proof frame construction infilled wall with tension rib.
Background technology
Frame construction refers to and is formed just to connect or to be hinged and connected to connect by beam and column, forms the structure of bearing system, namely forms framework by beam and column and jointly resist the horizontal loading and vertical load that occur in use procedure.The house infilled wall not load-bearing of structure, only plays and goes along with sb. to guard him and compartmentation, generally builds by laying bricks or stones with the materials such as light weight board such as prefabricated gas concrete, expanded perlite, hollow brick or porous brick, float stone, vermiculite, haydite or is assembled.
Due to building block self drying shrinkage that infilled wall uses in practice of construction process, and materials variances distortion causes crack can produce crack between the beam column of frame construction and infilled wall, and crackle not only affects attractive in appearance but also affects subsequent construction quality.Therefore seek a kind of crack of reducing to produce, ensure that the cracking-proof frame construction infilled wall with tension rib of construction quality is particularly important.
Summary of the invention
The purpose of this utility model is to overcome above-mentioned deficiency, provides a kind of crack of reducing to produce, ensures the cracking-proof frame construction infilled wall with tension rib of construction quality.
The purpose of this utility model is achieved in that
A kind of cracking-proof frame construction infilled wall with tension rib, it comprises frame structural beam, frame construction post and infilled wall, described filling coping is connected with the bottom of frame structural beam, the limit, the left and right sides of described infilled wall is connected with the inner side edge of frame construction post, the two sides, front and back of the junction of infilled wall and frame structural beam are provided with transverse steel wire net, the two sides, front and back of the junction of infilled wall and frame construction post are provided with vertical steel silk screen, set up the frame structural beam of transverse steel wire net and vertical steel silk screen, the two sides, front and back of frame construction post and infilled wall arrange surface of plastering, described frame construction post is implanted into tension rib, described tension rib points to the region not assembling infilled wall, tension rib is provided with four layers, infilled wall comprise assemble body and be positioned at the tension rib place that assembles body socket band, beneath two-layer socketing is with as not through first sockets band, third layer sockets to be with as through second sockets band, 4th layer sockets band for the through 3rd and sockets band.
Compared with prior art, the beneficial effects of the utility model are:
The utility model is provided with transverse steel wire net due to the two sides, front and back of the junction at infilled wall and frame structural beam, the two sides, front and back of the junction of infilled wall and frame construction post are provided with vertical steel silk screen, the crack of frame construction beam column and infilled wall junction is obviously reduced, and in infilled wall, setting sockets band, makes the structure between infilled wall and frame construction beam column compacter.Therefore should have with the cracking-proof frame construction infilled wall of tension rib and reduce crack generation, ensure the advantage of construction quality.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model with the cracking-proof frame construction infilled wall of tension rib.
Fig. 2 is the structural representation of Fig. 1 middle frame structure beam and frame construction post.
Fig. 3 is the structural representation of infilled wall in Fig. 1.
Wherein:
Frame structural beam 1
Frame construction post 2, tension rib 2.1
Infilled wall 3, assemble body 3.1, first and socket band 3.2, second and socket band 3.3, the 3rd and socket band 3.4
Transverse steel wire net 4
Vertical steel silk screen 5.
Detailed description of the invention
See Fig. 1 ~ Fig. 3, a kind of cracking-proof frame construction infilled wall with tension rib that the utility model relates to, it comprises frame structural beam 1, frame construction post 2 and infilled wall 3, the top of described infilled wall 3 is connected with the bottom of frame structural beam 1, the limit, the left and right sides of described infilled wall 3 is connected with the inner side edge of frame construction post 2, infilled wall 3 and the two sides, front and back of the junction of frame structural beam 1 are provided with transverse steel wire net 4, described transverse steel wire net 4 is placed in infilled wall 3 with on frame structural beam 1 by nailing nail, infilled wall 3 and the two sides, front and back of the junction of frame construction post 2 are provided with vertical steel silk screen 5, described vertical steel silk screen 5 is placed in infilled wall 3 with on frame construction post 2 by nailing nail, described transverse steel wire net 4 is 10mm*10mm with the eyelet of vertical steel silk screen 5.The two sides, front and back setting up the frame structural beam 1 of transverse steel wire net 4 and vertical steel silk screen 5, frame construction post 2 and infilled wall 3 process of carrying out plastering forms surface of plastering.
Described frame construction post 2 is implanted into tension rib 2.1, described tension rib 2.1 points to the region not assembling infilled wall 3, tension rib 2.1 is provided with four layers, spacing between every layer of tension rib 2.1 is 500mm, every layer of tension rib 2.1 horizontal arrangement has two, tension rib 2.1 adopts Φ 6 reinforcing bar, tension rib 2.1 is implanted length in frame construction post 2 and is not less than 700mm, tension rib 2.1 implant stretch out the outer length of frame construction post 2 be not less than infilled wall 3 grow 1/5, the end of tension rib 2.1 arranges 90 ° of crotches, during implantation tension rib 2.1, anchoring adhesive should pour into the hole depth 2/3 of frame construction post 2, and have anchoring adhesive to overflow when inserting reinforcing bar, ensure its bonding strength.Infilled wall 3 comprise assemble body 3.1 and be positioned at tension rib 2.1 place that assembles body 3.1 socket band, under two-layer socket that band formed for building C20 pea gravel concreten not through first socket band 3.2, what third layer socketed that band formed for building C20 pea gravel concreten through second sockets band 3.3, the 4th layer socket for the expansion agent mixing 8% by the cement mortar of 1:3, band fills that rear expansion is formed through the 3rd socket band 3.4.
Claims (1)
1. the cracking-proof frame construction infilled wall with tension rib, it comprises frame structural beam (1), frame construction post (2) and infilled wall (3), the top of described infilled wall (3) is connected with the bottom of frame structural beam (1), the limit, the left and right sides of described infilled wall (3) is connected with the inner side edge of frame construction post (2), it is characterized in that infilled wall (3) and the two sides, front and back of the junction of frame structural beam (1) are provided with transverse steel wire net (4), infilled wall (3) and the two sides, front and back of the junction of frame construction post (2) are provided with vertical steel silk screen (5), set up the frame structural beam (1) of transverse steel wire net (4) and vertical steel silk screen (5), the two sides, front and back of frame construction post (2) and infilled wall (3) arrange surface of plastering, described frame construction post (2) is implanted into tension rib (2.1), described tension rib (2.1) points to the region not assembling infilled wall (3), tension rib (2.1) is provided with four layers, infilled wall (3) comprise assemble body (3.1) and be positioned at tension rib (2.1) place that assembles body (3.1) socket band, beneath two-layer socketing is with as not through first sockets band (3.2), third layer sockets to be with as through second sockets band (3.3), 4th layer sockets band for the through 3rd and sockets band (3.4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520044213.4U CN204491906U (en) | 2015-01-22 | 2015-01-22 | With the cracking-proof frame construction infilled wall of tension rib |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520044213.4U CN204491906U (en) | 2015-01-22 | 2015-01-22 | With the cracking-proof frame construction infilled wall of tension rib |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204491906U true CN204491906U (en) | 2015-07-22 |
Family
ID=53571215
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520044213.4U Expired - Fee Related CN204491906U (en) | 2015-01-22 | 2015-01-22 | With the cracking-proof frame construction infilled wall of tension rib |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204491906U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464245A (en) * | 2015-12-31 | 2016-04-06 | 四川航天建筑工程有限公司 | Frame structure infilled wall capable of preventing cracks |
| CN107905607A (en) * | 2017-11-29 | 2018-04-13 | 国网河南省电力公司经济技术研究院 | A kind of simple calculating method for frame structure infilled wall tie bar |
| CN108222313A (en) * | 2018-01-24 | 2018-06-29 | 北京工业大学 | A kind of anti-medicine radiation wall |
-
2015
- 2015-01-22 CN CN201520044213.4U patent/CN204491906U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105464245A (en) * | 2015-12-31 | 2016-04-06 | 四川航天建筑工程有限公司 | Frame structure infilled wall capable of preventing cracks |
| CN107905607A (en) * | 2017-11-29 | 2018-04-13 | 国网河南省电力公司经济技术研究院 | A kind of simple calculating method for frame structure infilled wall tie bar |
| CN108222313A (en) * | 2018-01-24 | 2018-06-29 | 北京工业大学 | A kind of anti-medicine radiation wall |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150722 Termination date: 20220122 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |