CN203569738U - Shear wall internal component - Google Patents
Shear wall internal component Download PDFInfo
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- CN203569738U CN203569738U CN201320658347.6U CN201320658347U CN203569738U CN 203569738 U CN203569738 U CN 203569738U CN 201320658347 U CN201320658347 U CN 201320658347U CN 203569738 U CN203569738 U CN 203569738U
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- wall
- main frame
- frame
- walls
- inner member
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Abstract
The utility model relates to a shear wall internal component (100) which comprises a main frame (10) and multiple structural strips arranged on the main frame (10). The main frame (10) is of a hollow rectangular structure with the top and the bottom which are communicated and comprises two long frame walls (101) which are arranged in parallel and short frame walls (102) connected between the long frame walls (101) and located at the two ends. The structural strips comprise separating walls (11), extending supporting walls (12), fixing supporting walls (13) and locating supporting walls (14). The separating walls (11) are arranged between the two long frame walls (101) at equal intervals, so that the main frame (10) is divided into multiple cases with the equal size. The extending supporting walls (12), the fixing supporting walls (13) and the locating supporting walls (14) are respectively arranged on the outer circumference of the main frame (10). The shear wall internal component is placed in a shear wall, so that the lateral bearing capacity of the shear wall is effectively improved and the shear wall is high in bearing capacity, reasonable in received force and good in earthquake resistant behavior.
Description
Technical field
The utility model relates to building unit technical field, relates in particular to a kind of shear wall inner member.
Background technology
Shear wall is the body of wall being watered by steel concrete.Reinforced concrete shear wall not only has good vertical bearing capacity, and has the ability of fine opposing horizontal loading, is widely used in highrise building.In order to strengthen the anti seismic efficiency of shear wall, general way is built-in inner member (inner structural members) in shear wall, by inserting the inner members such as bar construction frame, strengthen shake-resistance pressure-reducing effect, on traditional inner member, reinforcing bar connection is by welding, mechanical connection or sleeve slurry anchor, but erection procedure is complicated, cost is higher, and the difficult assurance of switching performance, is having a strong impact on the anti seismic efficiency of shear wall.
Summary of the invention
In view of above content, it is a kind of simple in structure, easy for installation that the utility model is necessary to provide, and can effectively improve the shear wall inner member of shear wall anti seismic efficiency.
Technical solution adopted in the utility model is: a kind of shear wall inner member, comprise main frame and be arranged on the some structural walls on main frame, described main frame is the hollow, rectangular body structure of top and bottom perforation, comprise the two long frame walls that be arranged in parallel and be connected between long frame wall and be positioned at the short frame wall at two ends, some structural walls comprise partition wall, extend a wall, a fixing wall, and positioning support wall, partition wall is arranged between two long frame walls equally spacedly, main frame is divided into several measure-alike spaces, extend a wall, a fixing wall and positioning support wall are separately positioned on the periphery of main frame.
Further, described short frame wall is wide is 15-40mm, and described partition wall is wide is 20-30mm.
Further, described extension is propped up the end of the contiguous main frame of wall and is relatively formed on the outside of two long frame walls, and each group is extended a wall and is positioned at the partition wall at end end and the intersection of long frame wall of end, place and extends to the outside of long frame wall.
Further, described extension is propped up wall upside and is stretched and have the irregular some blocks of direction, comprises the first block and the second block.The first block is positioned at the end that extends a wall, and the first block end is towards oblique away from a lateral deviation of long frame wall, and the second block end is oblique towards the lateral deviation near long frame wall.
Further, described the first block top is 10-18mm with the ultimate range of long frame wall, and described the second block 1 top is 4-8mm with the minimum range of long frame wall.
Further, a described fixing wall is positioned at main frame top and bottom.Every one end is provided with two fixing walls, vertical with the short frame wall of main frame or be " eight " font of outward opening.
Further, described positioning support wall is close to the end of main frame and is relatively formed on the outside of two long frame walls, and positioning support wall is between the contiguous short frame wall of an extension Zhi Biyu, and positioning support wall is hook-shaped, to the extension of homonymy, props up wall bending.
Further, described positioning support wall top is 4-7mm with the distance of long frame wall.
As further improvement of the utility model, described a kind of shear wall inner member, also comprises connector, and described connector is positioned at top one side of main frame, and connector is " L " type and its link is connected with main frame is vertical.
Further, the left and right sides of described connector is also provided with the wall of blocking water, and two groups of the Zhi Biwei of blocking water are separately positioned on the two ends of contiguous connector, and extend in the block water outside of Zhi Bixiang connector of each group.
Further, the top of described connector is provided with a fixing wall, fixedly Zhi Bicheng " eight " set up of character patt ern and outward opening, and described fixing vertical height of propping up wall top and connector is 3-8mm.
Further, described main frame plane is provided with circular hole, and circular hole is positioned at the middle and lower part of main frame plane, and circular hole is oval or circular.By setting up circular hole, during construction, for reinforcing bar, pass, or for concrete cast, the carrying out of convenient construction.
Compared to prior art, the utility model is simple in structure, construction install convenience, by positioning support wall being set at inner member two ends, be convenient to the installation of inner member, at the top of inner member and the two ends, left and right of bottom, be respectively provided with a fixing wall, further strengthen the bonding strength of structural member, prevent from walking, guarantee quality and the effect of engineering, the while is convenient construction carry out smoothly also.Meanwhile, by the extension of resistance effect is set, prop up wall, can effectively remove the moisture that infiltrates body of wall, reduce the infringement to body of wall.By the utility model being placed in to the template of shear wall, effectively improve the side direction bearing capacity of shear wall, make that shear wall has that bearing capacity is high, the feature such as reasonable stress, anti-seismic performance are good, the utility model can be widely used in the engineerings such as concrete foundation, shear wall, board wall.
Accompanying drawing explanation
Fig. 1 is the top view of the shear wall inner member shown in the utility model embodiment 1;
Fig. 2 is the lateral view of the shear wall inner member shown in Fig. 1;
Fig. 3 is the top view of the shear wall inner member shown in the utility model embodiment 2;
Fig. 4 is the lateral view of the shear wall inner member shown in Fig. 3.
The specific embodiment
Below in conjunction with specific embodiment, the utility model shear wall inner member is described.Specific embodiment is for further describing the utility model, non-limiting protection domain of the present utility model.
Refer to Fig. 1 and Fig. 2, a kind of shear wall inner member 100, comprises main frame 10 and is arranged on the some structural walls on main frame 10.
Described main frame 10 is the hollow, rectangular body structure that top and bottom connect, and comprises the two long frame walls 101 that be arranged in parallel and is connected between long frame wall 101 and is positioned at the short frame wall 102 at two ends.The width W 1 of described short frame wall 102 is at 15-40mm, is preferably chosen as 28-30mm.
Some structural walls comprise partition wall 11, extend a wall 12, fix wall 13 and a positioning support wall 14.Extend and prop up the periphery that a wall 12, a fixing wall 13 and positioning support wall 14 are separately positioned on main frame 10.
Some described partition walls 11 are arranged between two long frame walls 101 equally spacedly, parallel with short frame wall 102, and main frame 10 is divided into several measure-alike spaces.The width W 2 of described partition wall 11 is 20-30mm, is preferably chosen as 24-26mm.
Described extension is propped up the end of wall 12 contiguous main frames 10 and is relatively formed on the outside of two long frame walls 101.In the present embodiment, extending a wall 12 is two groups, is separately positioned on the two ends of contiguous main frame 10, and particularly, each group is extended a wall 12 and is positioned at the partition wall 11 at end end and the intersection of long frame wall 101 of end, place and extends to the outside of long frame wall 101.Extend and prop up wall 12 for the water infiltrating is tackled and water conservancy diversion, anti-sealing infiltrates body of wall, and extension wall 12 upside are stretched and had the irregular some blocks of direction, in the present embodiment, comprise the first block 121 and the second block 122.The first block 121 is positioned at the end that extends a wall 12, and the first block 121 ends are towards oblique away from a lateral deviation of long frame wall 101, and the first block 121 tops are 10-18mm with the ultimate range of long frame wall 101, and ultimate range is preferably 12-15mm.The second block 122 ends are oblique towards the lateral deviation near long frame wall 101, and described the second block 122 tops are 4-8mm with the minimum range of long frame wall 101, and minimum range is preferably 5-7mm.By extension, prop up the design of wall 12, can effectively remove the moisture that infiltrates body of wall, reduce the corrosion infringement to body of wall.
A described fixing wall 13 is positioned at main frame 10 tops and bottom.Every one end is provided with two fixing walls 13, can be vertical with the short frame wall 102 of main frame 10 or be " eight " font.In the present embodiment, two fixing walls 13 of every one end are " eight " set up of character patt ern and outward opening, and opening maximum caliber, at 22-28mm, is preferably 23-25mm.The effect of a fixing wall 13 is main frame 10 to be fixed on the template framework of body of wall, to stablize the position of main frame 10.
Described positioning support wall 14 is close to the end of main frames 10 and is relatively formed on the outside of two long frame walls 101.In the present embodiment, positioning support wall 12 is two groups, is separately positioned on the two ends of contiguous main frame 10.Particularly, each positioning support wall 12 props up between wall 12 and the short frame wall 102 of vicinity in an extension.Positioning support wall 14 is hook-shaped, to the extension of homonymy, props up wall 12 bendings.Positioning support wall 14 tops are 4-7mm with the distance of long frame wall 101; Be preferably 5.6mm.Positioning support wall 14, for when constructing, is fixedly connected with galvanized sheet, with the width of stationary body frame 10, prevents from walking, and guarantees quality and the effect of engineering, and the while is convenient construction carry out smoothly also.
As further improvement of the utility model, in embodiment 2, as shown in Figure 3, a kind of shear wall inner member 100, comprise main frame 10, connector 20 and be arranged on main frame 10 and connector 20 on some structural walls.
Some structural walls comprise block water a wall 123 and a fixing wall 13.
Described connector 20 is positioned at top one side of main frame 10, connector 20 is " L " type and link is connected with main frame 10 is vertical, a fixing wall 13 is positioned at the top of connector 20 and the bottom of main frame 10, every one end is provided with two fixing walls 13, can be vertical with the short frame wall 102 of main frame 10 and the top of connector 20 or be " eight " font, in the present embodiment, two fixing walls 13 of every one end are " eight " set up of character patt ern and outward opening, and the vertical height of fixing wall 13 top and connector 20 is 3-8mm.In the utility model, be preferably 5-7mm.
The end of a described wall 123 contiguous connectors 20 that block water.In the present embodiment, a wall 123 that blocks water is two groups, is separately positioned on the two ends of contiguous connector 20, and each group blocks water and props up wall 123 to the outside extension of connector 20.The vertical height of wall 123 tops and connector 20 of blocking water is 3-8mm, in the utility model, is preferably 5-6mm.
As shown in Figure 4, in main frame 10 planes, be provided with circular hole 15, circular hole 15 is positioned at the middle and lower part of main frame 10 planes, circular hole 15 is oval or circular, by setting up circular hole 15, during construction, for reinforcing bar, passes, or for concrete cast, the carrying out of convenient construction.
During construction, after template installation, by main frame 10 of the present utility model by vertical or be placed horizontally in body of wall, add again concrete setting, by the utility model being placed in to the template of shear wall, effectively improve the side direction bearing capacity of shear wall, the feature such as make that shear wall has that bearing capacity is high, reasonable stress, anti-seismic performance are good, the utility model can be widely used in the engineerings such as concrete foundation, shear wall, board wall.
The foregoing is only embodiment of the present utility model; not thereby limit the scope of the claims of the present utility model; every equivalent structure or conversion of equivalent flow process that utilizes the utility model description to do; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (10)
1. a shear wall inner member (100), comprise main frame (10) and be arranged on the some structural walls on main frame (10), it is characterized in that: described main frame (10) is the hollow, rectangular body structure of top and bottom perforation, comprise the two long frame walls (101) that be arranged in parallel and be connected between long frame wall (101) and be positioned at the short frame wall (102) at two ends, some structural walls comprise partition wall (11), extend a wall (12), fixing wall (13) and positioning support wall (14), partition wall (11) is arranged between two long frame walls (101) equally spacedly, main frame (10) is divided into several measure-alike spaces, extend a wall (12), a fixing wall (13) and positioning support wall (14) are separately positioned on the periphery of main frame (10).
2. shear wall inner member according to claim 1 (100), is characterized in that: described short frame wall (102) is wide is 15-40mm, and described partition wall (11) is wide is 20-30mm.
3. shear wall inner member according to claim 1 (100), it is characterized in that: described extension is propped up the end of the contiguous main frame of wall (12) (10) and is relatively formed on the outside of two long frame walls (101), extend a wall (12) and be positioned at the partition wall (11) at end end and the intersection of long frame wall (101) of end, place and extend to the outside of long frame wall (101).
4. shear wall inner member according to claim 3 (100), it is characterized in that: extension wall (12) upside is stretched and had the irregular some blocks of direction, comprise the first block (121) and the second block (122), the first block (121) is positioned at the end that extends a wall (12), the first block (12) end is towards oblique away from a lateral deviation of long frame wall (101), and the second block (122) end is oblique towards the lateral deviation near long frame wall (101).
5. shear wall inner member according to claim 4 (100), it is characterized in that: described the first block 121 tops are 10-18mm with the ultimate range of long frame wall (101), described the second block (122) top is 4-8mm with the minimum range of long frame wall (101).
6. shear wall inner member according to claim 1 (100), it is characterized in that: a described fixing wall (13) is positioned at main frame (10) top and bottom, every one end is provided with two fixing walls (13), and " eight " font vertical with the short frame wall (102) of main frame (10) or that be outward opening is connected.
7. shear wall inner member according to claim 1 (100), it is characterized in that: described positioning support wall (14) is close to the end of main frame (10) and is relatively formed on the outside of two long frame walls (101), positioning support wall (12) is positioned at an extension and props up between wall (12) and the short frame wall (102) of vicinity, positioning support wall (14) is hook-shaped, to the extension of homonymy, props up wall (12) bending.
8. according to the shear wall inner member (100) described in claim 1-7 any one, it is characterized in that: also comprise connector (20), described connector (20) is positioned at top one side of main frame (10), and connector (20) is " L " type and its link and vertical connection of main frame (10).
9. shear wall inner member according to claim 8 (100), is characterized in that: the both sides, top of described connector (20) are also provided with a wall (123) that blocks water.
10. shear wall inner member according to claim 8 (100), is characterized in that: described main frame (10) plane is provided with circular hole (15), and circular hole (15) is positioned at the middle and lower part of main frame (10) plane, and circular hole (15) is oval or circular.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320658347.6U CN203569738U (en) | 2013-07-24 | 2013-10-23 | Shear wall internal component |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320444955.7 | 2013-07-24 | ||
| CN201320444955 | 2013-07-24 | ||
| CN201320658347.6U CN203569738U (en) | 2013-07-24 | 2013-10-23 | Shear wall internal component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203569738U true CN203569738U (en) | 2014-04-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320658347.6U Expired - Fee Related CN203569738U (en) | 2013-07-24 | 2013-10-23 | Shear wall internal component |
Country Status (1)
| Country | Link |
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| CN (1) | CN203569738U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735534A (en) * | 2016-03-09 | 2016-07-06 | 东莞市万科建筑技术研究有限公司 | Structural seam drawing member for molding wall |
-
2013
- 2013-10-23 CN CN201320658347.6U patent/CN203569738U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105735534A (en) * | 2016-03-09 | 2016-07-06 | 东莞市万科建筑技术研究有限公司 | Structural seam drawing member for molding 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: 20140430 Termination date: 20151023 |
|
| EXPY | Termination of patent right or utility model |