CN203742020U - Novel frame wall structure - Google Patents
Novel frame wall structure Download PDFInfo
- Publication number
- CN203742020U CN203742020U CN201420083336.4U CN201420083336U CN203742020U CN 203742020 U CN203742020 U CN 203742020U CN 201420083336 U CN201420083336 U CN 201420083336U CN 203742020 U CN203742020 U CN 203742020U
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- frame
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- wall
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Abstract
The utility model discloses a novel frame wall structure which comprises a main frame and a filling wall body arranged in the main frame in a filling mode. Through tie bars penetrating through the filling wall body horizontally are arranged in the main frame in a drawing mode, and the through tie bars are respectively wrapped by a layer of mortar zone. According to the novel connecting mode of the main frame of the frame wall structure and the filling wall body of the frame wall structure, the middle of the filling wall body and the main frame are connected through the through tie bars in a reinforced mode, and therefore weak areas existing in the middle of the filling wall body are eliminated. The novel frame wall structure has the advantages that seismic performance indexes such as the horizontal bearing capacity, the ductility, energy-dissipating capacity and deformation performance of the frame wall structure are improved; the overall performance of the frame wall is enhanced, and the out-of-plane anti-collapse performance of the frame wall is improved obviously; in addition, in construction buildings, the novel frame wall structure saves materials, and is simple and convenient to construct, concise and clear in step, high in implementation efficiency and the like.
Description
Technical field
The utility model relates to a kind of building, specifically refers to a kind of novel frame wall construction.
Background technology
Framed wall structure is current a kind of common building, comprises main body frame and the full filled wall being filled in this main body frame of building.Framed wall structure has the advantage such as easy construction, space flexible arrangement, is widely used in the office building, commercial residential building of China.
The performance level of building is the comprehensive embodiment of structural performance level and non-structural element performance level.Filled wall is as most important in framed wall structure and subject to the non-structural element of earthquake damage, and its performance under the design earthquake effect of varying level will have influence on the overall performance of building.Filled wall will have influence on anti-seismic performance and the out-of-plane anti-fall performance of collapsing of framed wall with the construction measure that is connected of main body frame.Framed wall earthquakes show in a large number, and framed wall failure position mainly concentrates on filled wall middle part, forms X-shaped crack, and easily causes the plane of filled wall to collapse outward.
The drawknot mode of conventional frame wall is only focused on being connected between filled wall limit portion and main body frame, and reckons without the connection in the middle part of filled wall, causes filled wall middle part to have weak alleviation, particularly can not get strengthening in the out-of-plane anti-fall performance of collapsing.Therefore the drawknot mode that is necessary full block to fill out filled wall and main body frame and propose new superior performance, effectively strengthens its anti-seismic performance and the outer anti-fall performance of collapsing of plane with this.
Given this, this case is furtherd investigate the problems referred to above, and proposes effectively to improve the novel frame wall construction of filled wall anti-seismic performance and the outer anti-fall performance of collapsing of plane.
Utility model content
The purpose of this utility model is to provide a kind of novel frame wall construction, can effectively improve the anti-seismic performance indexs such as horizontal bearing capacity, ductility, energy dissipation capacity and the deformation performance of framed wall; Also strengthened the out-of-plane collapse resistant capacity of filled wall simultaneously.
In order to reach above-mentioned purpose, solution of the present utility model is:
A kind of novel frame wall construction, comprises main body frame and is filled in the filled wall in this main body frame; In described main body frame, draw the level of being provided with to penetrate the perforation tension rib of described filled wall, this perforation tension rib is wrapped with one deck mortar band.
Described perforation tension rib is provided with some roads, on described main body frame, evenly arranges up and down every 1m～1.2m.
Described in per pass, connect tension rib and comprise two that level is set up in parallel.
Described perforation tension rib comprises two welded reinforcements and a steel tie, this two welded reinforcement plants on described main body frame and is left and right and is oppositely arranged, this two welded reinforcement includes the embedded section being embedded in described main body frame and stretches out the welding section outside this main body frame, and the both ends of described steel tie are welded on respectively on the welding section of described two welded reinforcements.
The length of described welding section is got the higher value in 1/5 and 700mm of described filled wall.
Described welded reinforcement adopts the reinforcing bar that diameter is 8mm, and described steel tie adopts the reinforcing bar that diameter is 12mm.
Adopt after such scheme, this Novel photo is for the beneficial effect of prior art: the Novel connection type between main body frame and the filled wall of the framed wall structure that this case proposes, between the middle part of filled wall and main body frame, adopt to connect tension rib and strengthens being connected, so eliminated the weak area of existence in the middle part of filled wall.Bring advantage to have: the anti-seismic performance indexs such as horizontal bearing capacity, ductility, energy dissipation capacity and the deformation performance of raising framed wall structure; Strengthen the overall performance of framed wall, significantly improve the outer anti-fall performance of collapsing of framed wall plane; In construction building, there is in addition the material of saving, easy construction, step simple and clear, efficiency of the practice high.
Brief description of the drawings
The schematic diagram of this novel frame of Fig. 1 wall construction.
Label declaration
Main body frame 1 filled wall 2
Run through tension rib 3
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, this case is described in further detail.
This case relates to a kind of novel frame wall construction, as shown in Figure 1, comprises main body frame 1 and is filled in the filled wall 2 in this main body frame 1, and this filled wall 2 is for the full block infilled wall of the window opening that do not open the door.
Described main body frame 1 adopts reinforced concrete frame, is generally the frame construction that at least comprises left and right two columns, and as shown in Figure 1, main body frame 1 is and is erected in ground " Jiong " font structure.In main body frame 1, be provided with horizontally extending perforation tension rib 3, these perforation tension rib 3 levels penetrate filled wall 2 and arrange, and this perforation tension rib 3 is wrapped with one deck mortar band (not shown), connects between tension rib 3 and filled wall 2 and build and be integrated by mortar band.
Preferably, described perforation tension rib 3 is provided with some roads, on main body frame 1, evenly arranges up and down every 1m～1.2m.Conventionally the filled wall 2 of a slice framed wall is at least provided with twice.Further, per pass connects tension rib 3 and comprises and be two that level is set up in parallel.
Preferably, connect tension rib 3 and comprise two welded reinforcements and a steel tie, this two welded reinforcement plants on the left and right pillar of main body frame 1 and is left and right and is oppositely arranged, this two welded reinforcement includes the embedded section being embedded in main body frame 1 and stretches out the welding section outside this main body frame 1, and the both ends of steel tie are welded on respectively on the welding section of two welded reinforcements.The higher value that the length of described welding section is got in 1/5 and 700mm of filled wall is good.It is the reinforcing bar of 8mm that described welded reinforcement preferably adopts diameter, and it is the reinforcing bar of 12mm that described steel tie preferably adopts diameter.
Arrangement of reinforcement mortar (being mortar band) is wanted guaranteed strength grade and thickness, and preferably, mortar band selects intensity to be not less than the high-strength mortar band of M10, and thickness is got 25mm.
This novel frame wall construction (connected mode of the arrangement of reinforcement mortar band 3 of main body frame 1 and masonry filler wall body 2), its concrete construction method is as follows:
(1) adopt bar planting mode on two columns of the left and right of the main body frame 1 of building, to implant every 1m～1.2m the steel tie of two φ 8mm according to the requirement of common drawknot arrangement of reinforcement, extension is got the higher value in 1/5 and 700mm of filled wall;
(2) utilize the steel tie of two φ 12mm to be welded on both sides and stretch out on the welding section of steel tie, form the perforation tension rib 3 that connects full wafer body of wall; The steel tie of φ 12mm should stitch elongated configuration along wall;
(3) build afterwards filled wall 2 by laying bricks or stones, note the size of building block and the thickness of mortar, whenever building by laying bricks or stones near the position that connects tension rib 3, making parcel connects the high-strength mortar band of tension rib 3, continue afterwards to lay to build filled wall 2 by laying bricks or stones, the framed wall structure after building by laying bricks or stones as shown in Figure 1.
The foregoing is only this novel preferred embodiment, all equalizations of doing with this novel claim scope change and modify, and all should belong to the scope of this novel claim.
Claims (6)
1. a novel frame wall construction, comprises main body frame and is filled in the filled wall in this main body frame; It is characterized in that: in described main body frame, draw the level of being provided with to penetrate the perforation tension rib of described filled wall, this perforation tension rib is wrapped with one deck mortar band.
2. a kind of novel frame wall construction as claimed in claim 1, is characterized in that: described perforation tension rib is provided with some roads, on described main body frame, evenly arranges up and down every 1m～1.2m.
3. a kind of novel frame wall construction as claimed in claim 2, is characterized in that: described in per pass, connect tension rib and comprise two that level is set up in parallel.
4. a kind of novel frame wall construction as claimed in claim 1, it is characterized in that: described perforation tension rib comprises two welded reinforcements and a steel tie, this two welded reinforcement plants on described main body frame and is left and right and is oppositely arranged, this two welded reinforcement includes the embedded section being embedded in described main body frame and stretches out the welding section outside this main body frame, and the both ends of described steel tie are welded on respectively on the welding section of described two welded reinforcements.
5. a kind of novel frame wall construction as claimed in claim 4, is characterized in that: the length of described welding section is got the higher value in 1/5 and 700mm of described filled wall.
6. a kind of novel frame wall construction as claimed in claim 4, is characterized in that: described welded reinforcement adopts the reinforcing bar that diameter is 8mm, and described steel tie adopts the reinforcing bar that diameter is 12mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420083336.4U CN203742020U (en) | 2014-02-26 | 2014-02-26 | Novel frame wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420083336.4U CN203742020U (en) | 2014-02-26 | 2014-02-26 | Novel frame wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203742020U true CN203742020U (en) | 2014-07-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420083336.4U Expired - Fee Related CN203742020U (en) | 2014-02-26 | 2014-02-26 | Novel frame wall structure |
Country Status (1)
| Country | Link |
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| CN (1) | CN203742020U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481055A (en) * | 2014-12-06 | 2015-04-01 | 塔里木大学 | Dense-rib column anti-seismic ecological wall body system for villages and small town dwelling house |
| CN105926807A (en) * | 2016-06-06 | 2016-09-07 | 河北建筑工程学院 | Cast-in-situ integral type concrete frame infilled wall system and construction method thereof |
| CN108265996A (en) * | 2017-12-28 | 2018-07-10 | 浙江核力建筑特种技术有限公司 | A kind of masonry structure break wall punch it is pre- top restore construction |
-
2014
- 2014-02-26 CN CN201420083336.4U patent/CN203742020U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481055A (en) * | 2014-12-06 | 2015-04-01 | 塔里木大学 | Dense-rib column anti-seismic ecological wall body system for villages and small town dwelling house |
| CN105926807A (en) * | 2016-06-06 | 2016-09-07 | 河北建筑工程学院 | Cast-in-situ integral type concrete frame infilled wall system and construction method thereof |
| CN105926807B (en) * | 2016-06-06 | 2019-01-15 | 河北建筑工程学院 | A kind of cast-in-place integral concrete frame wall filled with masonry system and its construction method |
| CN108265996A (en) * | 2017-12-28 | 2018-07-10 | 浙江核力建筑特种技术有限公司 | A kind of masonry structure break wall punch it is pre- top restore construction |
| CN108265996B (en) * | 2017-12-28 | 2020-08-04 | 浙江核力建筑特种技术有限公司 | Masonry structure wall-breaking hole-opening pre-jacking recovery construction method |
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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: 20140730 Termination date: 20160226 |
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| CF01 | Termination of patent right due to non-payment of annual fee |