CN201649406U - Block for reinforced masonry shear wall - Google Patents
Block for reinforced masonry shear wall Download PDFInfo
- Publication number
- CN201649406U CN201649406U CN2009202599229U CN200920259922U CN201649406U CN 201649406 U CN201649406 U CN 201649406U CN 2009202599229 U CN2009202599229 U CN 2009202599229U CN 200920259922 U CN200920259922 U CN 200920259922U CN 201649406 U CN201649406 U CN 201649406U
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- floor
- sidewall
- building block
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- shear wall
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Abstract
The utility model discloses a block for a reinforced masonry shear wall, which comprises side walls and rib plates, wherein the rib plates are located between the side walls, the rib plates are parallel to each other and are perpendicular to the side walls, a block space taking the side walls and the rib plates as peripheries is formed, transverse steel reinforcements are arranged on the rib plates, vertical steel reinforcements are arranged between the adjacent rib plates, and cast-in-place concrete is poured into the block space to form an integral wall body. The utility model has the advantages of simple and mortarless construction, low requirement for masonry technology and mastery of workers, automatic locking and aligning of block masonry, convenient arrangement of steel reinforcements, fast construction speed, short construction period, good quality of wall body formation, smooth and attractive wall surfaces, high bearing capacity, good integrity, crack resistance and seismic performance, thereby being suitable for the reinforced masonry shear wall.
Description
(1) technical field
The utility model relates to the realm of building construction, specifically refers to a kind of building block that is used for the reinforced masonry shear wall.
(2) background technology
Shear wall structure is highly resistant to the effect of horizontal loading, its anti-side rigidity is big, sidesway is little, anti-seismic performance is superior, therefore in highrise building, the normal shear wall structure that adopts is born deadweight and horizontal loading, the cast-in-situ steel reinforced concrete shear wall construction normally adopts on-the-spot formwork, on-the-spot assembling reinforcement, last cast-in-situ concrete, behind the cast-in-situ concrete setting and harden, stripping, form shear wall, the construction sequence complexity, the template recycling rate of waterused is low, the template consumption is big, the construction costs height, the new reinforced masonry shear wall that rises has very high tension and compressive strength, the damping characteristic that good ductility and antidetonation need, especially its good shear strength, can resist effectively by earthquake, the horizontal loading that wind produces, and have and do not need template, the characteristics simply and easily of constructing, the building block that the reinforced masonry shear wall is commonly used is vertical diplopore building block, vertical diplopore building block is made and the transportation facility, pave easily, but cut off by floor between vertical core and the vertical core in the vertical diplopore building block, when perfusion cast-in-situ concrete, cast-in-situ concrete can only be flowed in single vertical core, can not lateral flow, can only be by the hole perfusion, rate of flooding is slow, seam only depends on mortar to connect between the building block, seam crossing intensity is low, easily produces crack and seepage, the body of wall globality, the crack resistance deficiency, need when paving to arrange mortar at blockhouse, construction sequence is still complicated, and workman's masonry technology and proficiency are required height, and the wall quality difference that different technologies proficiency workman builds by laying bricks or stones is big.
(3) summary of the invention
The purpose of this utility model is to overcome the shortcoming of prior art, provides a kind of construction very simple, the laid dry construction, very low to workman's masonry technology and proficiency requirement, the alignment of concrete block masonry automatic locking, reinforcement placement is convenient, speed of application is fast, short construction period, the body of wall Forming Quality is good, and wall surface levelling is attractive in appearance, the bearing capacity height, good integrity, crack resistance is good, the building block that anti-seismic performance is good.
The purpose of this utility model is achieved like this, this reinforced masonry shear wall building block, comprise sidewall and floor, described floor is between sidewall and perpendicular to sidewall, described sidewall both ends are free end, described sidewall and floor are that periphery forms the building block space, the end face of described floor is lower than the end face of sidewall, the front and rear end of described sidewall equals half of distance of the inner floor of building block to the distance of nearest floor, it is characterized in that the bottom surface of described floor is lower than the bottom surface of sidewall.Like this, when building by laying bricks or stones, arrange that on lower floor's building block floor horizontal reinforcement is very convenient, building block bottom surface, upper strata projection stretches between lower floor's building block sidewall, on, lower floor's building block locking, realized the automatic locking alignment of upper strata building block, require very low to workman's masonry technology and proficiency, the opposite sex of poor quality of different proficiency workman masonry panels is little, the body of wall Forming Quality is good, wall surface levelling is attractive in appearance, because no mortar is built by laying bricks or stones, work progress is very simple, speed of application is fast, short construction period, the top, building block space of lower floor's building block leave enough spaces and hold part and the horizontal reinforcement that building block floor in upper strata protrudes the sidewall bottom surface, form the horizontal channel between the levels floor, between the adjacent floor of level, form the vertical passageway, during perfusion cast-in-situ concrete, cast-in-situ concrete flows freely, and cast-in-situ concrete is filled between adjacent block, package level reinforcing bar firmly, adjacent block is firmly connected, at inner formation level of body of wall and vertical staggered skeleton, bearing capacity of wall body height, good integrity, crack resistance is good, and anti-seismic performance is good, has improved the quality of masonry wall.
The bottom surface of described floor and the bottom surface of sidewall of being characterised in that of the present utility model is on the same horizontal plane.When building by laying bricks or stones, when building the bottom building block by laying bricks or stones, use be the building block of preceding floor and back floor bottom surface and sidewall bottom surface at same horizontal plane, like this, building block is placed steadily, bottom building block bearing capacity height, during concrete perfusion, building block is enclosed in building block inside with cast-in-situ concrete, has guaranteed the quality of body of wall.
Of the present utility modelly be characterised in that described building block comprises sidewall, preceding floor and back floor, described before the middle part of floor have a vertical straight joint.The middle part of current floor has a vertical straight joint, has then saved building block and has lifted the program that wear along reinforcing bar at the reinforcing bar top again, and vertical reinforcement is arranged and building block is paved more convenient.
Of the present utility modelly be characterised in that described building block comprises sidewall, preceding floor, middle floor and back floor, described before the middle part of floor and back floor have a vertical straight joint.Like this, the building block size can do more, and the required building block quantity of same size building wall still less, reduce workman's the work that repeats, accelerated speed of application, improved efficiency of construction, improve integrality of wall, improved the anti-seismic performance of body of wall, improved the quality of body of wall.
The end face of described sidewall and the bottom surface of being characterised in that of the present utility model is made up of horizontal plane and oblique horizontal plane, and the front end face of described sidewall and rear end face are made up of vertical plane and oblique vertical plane.During masonry panel, the vertical plane of preceding building block sidewall back contacts with the vertical plane extruding of back building block sidewall front, the contact surface consolidation, no spillage, the horizontal plane of following building block sidewall end face contacts with the horizontal plane of last building block sidewall bottom surface, formation is to the stable support of last building block, guaranteed carrying out smoothly of building wall, blockhouse need not to fill mortar up and down, realized the laid dry construction, saved mortar, saved man-hour, reduced wall cost, accelerated speed of application, shortened construction period, when building wall finishes, during cast-in-situ concrete, concrete flows in the groove of blockhouse tapered plane formation, after the concrete coagulation sclerosis, adjacent block is firmly connected, improved integrality of wall, improve the crack resistance of body of wall greatly, improved the anti-seismic performance of body of wall greatly, guaranteed the quality of body of wall, during for stressed less body of wall, can adopt each face of sidewall is the building block of horizontal plane, is guaranteeing integrality of wall, in the time of crack resistance and anti-seismic performance, reduced the difficulty that building block is made, reduce the unit price of building block, reduced cost.
Angle α 〉=45 that are characterised in that described oblique horizontal plane and horizontal plane of the present utility model °, angle β 〉=45 of described oblique vertical plane and vertical plane °.When cast-in-situ concrete, angle α 〉=45 ° and angle β 〉=45 ° have guaranteed that concrete flows to down in the groove of tapered plane formation of the tapered plane of building block sidewall end face and last building block sidewall bottom surface smoothly, after the concrete coagulation sclerosis, building block firmly connects up and down, improved integrality of wall, improve the crack resistance of body of wall greatly, improved the anti-seismic performance of body of wall greatly, guaranteed the quality of body of wall.
(4) description of drawings
Fig. 1 is the upright structural representation of the utility model embodiment 1;
Fig. 2 is the structural representation that the utility model embodiment 1 stands upside down;
Fig. 3 is the upright structural representation of the utility model embodiment 2;
Fig. 4 is the structural representation that the utility model embodiment 2 stands upside down;
Fig. 5 is the generalized section of the utility model embodiment 2 section A-A;
Fig. 6 is the front elevation view of the utility model embodiment 2;
Fig. 7 is the upright structural representation of the utility model embodiment 3;
Fig. 8 is the structural representation that the utility model embodiment 3 stands upside down;
Fig. 9 is the upright structural representation of the utility model embodiment 4;
Figure 10 is the structural representation that the utility model embodiment 4 stands upside down;
Figure 11 is the upright structural representation of the utility model embodiment 5;
Figure 12 is the structural representation that the utility model embodiment 5 stands upside down;
Figure 13 is the upright structural representation of the utility model embodiment 6;
Figure 14 is the structural representation that the utility model embodiment 6 stands upside down;
Figure 15 is the upright structural representation of the utility model embodiment 7;
Figure 16 is the structural representation that the utility model embodiment 7 stands upside down;
Figure 17 is the upright structural representation of the utility model embodiment 8;
Figure 18 is the structural representation that the utility model embodiment 8 stands upside down;
Figure 19 is the upright structural representation of the utility model embodiment 9;
Figure 20 is the structural representation that the utility model embodiment 9 stands upside down;
Figure 21 is the upright structural representation of the utility model embodiment 10;
Figure 22 is the structural representation that the utility model embodiment 10 stands upside down;
Figure 23 is the upright structural representation of the utility model embodiment 11;
Figure 24 is the structural representation that the utility model embodiment 11 stands upside down;
Figure 25 is the upright structural representation of the utility model embodiment 12;
Figure 26 is the structural representation that the utility model embodiment 12 stands upside down;
Figure 27 is the generalized section of the utility model embodiment 12 section B-B;
Figure 28 is the front elevation view of the utility model embodiment 12;
Figure 29 is the upright structural representation of the utility model embodiment 13;
Figure 30 is the structural representation that the utility model embodiment 13 stands upside down;
Figure 31 is the upright structural representation of the utility model embodiment 14;
Figure 32 is the structural representation that the utility model embodiment 14 stands upside down;
Figure 33 is the upright structural representation of the utility model embodiment 15;
Figure 34 is the structural representation that the utility model embodiment 15 stands upside down;
Figure 35 is the upright structural representation of the utility model embodiment 16;
Figure 36 is the structural representation that the utility model embodiment 16 stands upside down;
Figure 37 is the upright structural representation of the utility model embodiment 17;
Figure 38 is the structural representation that the utility model embodiment 17 stands upside down;
Figure 39 is the upright structural representation of the utility model embodiment 18;
Figure 40 is the structural representation that the utility model embodiment 18 stands upside down;
Figure 41 is the upright structural representation of the utility model embodiment 19;
Figure 42 is the structural representation that the utility model embodiment 19 stands upside down;
Figure 43 is the upright structural representation of the utility model embodiment 20;
Figure 44 is the structural representation that the utility model embodiment 20 stands upside down;
The structural representation of the shear wall body of wall that Figure 45 builds by laying bricks or stones for the utility model;
The generalized section of the shear wall body of wall cross section that Figure 46 builds by laying bricks or stones for the utility model;
The sectional elevation schematic diagram of the shear wall body of wall that Figure 47 builds by laying bricks or stones for the utility model.
(5) specific embodiment
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
With reference to figure 1 and Fig. 2, this reinforced masonry shear wall building block, comprise sidewall 1 and floor 2, described floor 2 is between sidewall 1 and perpendicular to sidewall 1, and the both ends of described sidewall 1 are free end, and described sidewall 1 and floor 2 are that periphery forms building block space 8, the end face of described floor 2 is lower than the end face 4 of sidewall 1, the front end face 6 of described sidewall 1 equals the distance of the rear end face of sidewall 1 to floor 2 to the distance of floor 2, it is characterized in that the bottom surface of described floor 2 is lower than the bottom surface of sidewall 1.
With reference to figure 3-Fig. 6, this reinforced masonry shear wall building block, comprise sidewall 1, preceding floor 2 and back floor 3, floor 2 and back floor 3 are between sidewall 1 and perpendicular to sidewall 1 before described, described sidewall 1 both ends are free end, described sidewall 1, preceding floor 2 and back floor 3 are that periphery forms building block space 8, the end face of floor 2 and back floor 3 is lower than the end face 4 of sidewall 1 before described, the front end face 6 of described sidewall 1 equates to the rear end face of the distance of preceding floor 2 and sidewall 1 to the back distance of floor 3, and floor 2 is to half of the distance of back floor 3 before equaling, described before the bottom surface of floor 2 and back floor 3 be lower than the bottom surface of sidewall 1.
With reference to figure 7 and Fig. 8, this reinforced masonry shear wall building block, comprise sidewall 1, end rib plate 2 and middle floor 3, described end rib plate 2 and middle floor 3 are between sidewall 1 and perpendicular to sidewall 1, described sidewall 1 both ends are free end, described sidewall 1, end rib plate 2 and middle floor 3 are that periphery forms building block space 8, the end face of described end rib plate 2 and middle floor 3 is lower than the end face 4 of sidewall 1, the front end face 6 of described sidewall 1 equates to the rear end face of the distance of preceding floor and sidewall 1 to the back distance of floor, and equal end rib plate 2 to half of the distance of middle floor 3, described before the bottom surface of floor 2 and back floor 3 be lower than the bottom surface of sidewall 1.
With reference to figure 9-Figure 14, the bottom surface of above-mentioned floor 2 and the bottom surface of floor 3 and sidewall 1 is on the same horizontal plane.
With reference to figure 15-Figure 22, the middle part of above-mentioned floor 2 has a vertical straight joint 9.
With reference to figure 23-Figure 44, the end face of above-mentioned sidewall 1 and bottom surface are made up of horizontal plane 4 and oblique horizontal plane 5, and the front end face of above-mentioned sidewall 1 and rear end face are made up of vertical plane 6 and oblique vertical plane 7.
With reference to figure 45-Figure 47, during masonry panel, the building block fissure of displacement is built by laying bricks or stones, sidewall 1, floor 2 and floor 3 are that periphery forms building block space 8, between the building block floor, connect and form vertical direction spatial, connect at the levels blockhouse simultaneously and form horizontal space, vertical direction spatial and horizontal space are interlaced, on floor 2 and floor 3, arrange horizontal cross reinforcing bar 10, between adjacent floor, arrange vertical reinforcement 11, perfusion cast-in-situ concrete 12 in building block space 8, cast-in-situ concrete 12 can be in building block space 8 vertical direction spatial and horizontal space flow simultaneously, cast-in-situ concrete 12 flowing velocities are fast, fill full building block space 8 rapidly, speed of application is fast, cast-in-situ concrete 12 inflow tapered planes 6 and tapered plane 7 are in the groove 9 that the building block seam crossing forms, behind cast-in-situ concrete 12 setting and hardens, with horizontal reinforcement 10 and vertical reinforcement 11 firm anchorings, adjacent block is firmly connected, improved integrality of wall, improved the crack resistance of body of wall greatly, improved the anti-seismic performance of body of wall greatly, like this, behind cast-in-situ concrete 12 setting and hardens, cast-in-situ concrete 12, building block, horizontal reinforcement 10 and vertical reinforcement 11 are stressed jointly, form integral wall.
Claims (6)
1. reinforced masonry shear wall building block, comprise sidewall and floor, described floor is between sidewall and perpendicular to sidewall, described sidewall both ends are free end, described sidewall and floor are that periphery forms the building block space, and the end face of described floor is lower than the end face of sidewall, and the front and rear end of described sidewall equals half of distance of building block inside floor to the distance of nearest floor, it is characterized in that the bottom surface of described floor is lower than the bottom surface of sidewall.
2. reinforced masonry shear wall according to claim 1 building block is characterized in that, the bottom surface of described floor and the bottom surface of sidewall are on the same horizontal plane.
3. reinforced masonry shear wall according to claim 1 and 2 building block is characterized in that, described building block comprises sidewall, preceding floor and back floor, and the middle part of described preceding floor has a vertical straight joint.
4. reinforced masonry shear wall according to claim 1 and 2 building block is characterized in that, described building block comprises sidewall, preceding floor, middle floor and back floor, and the middle part of described preceding floor and back floor has a vertical straight joint.
5. according to claim 1 or the building block of the described reinforced masonry shear wall of 2 arbitrary claims, it is characterized in that, the end face of described sidewall and bottom surface are made up of horizontal plane and oblique horizontal plane, and the front end face of described sidewall and rear end face are made up of vertical plane and oblique vertical plane.
6. reinforced masonry shear wall according to claim 5 building block is characterized in that, angle α 〉=45 of described oblique horizontal plane and horizontal plane °, angle β 〉=45 of described oblique vertical plane and vertical plane °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202599229U CN201649406U (en) | 2009-12-30 | 2009-12-30 | Block for reinforced masonry shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202599229U CN201649406U (en) | 2009-12-30 | 2009-12-30 | Block for reinforced masonry shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201649406U true CN201649406U (en) | 2010-11-24 |
Family
ID=43114635
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202599229U Expired - Lifetime CN201649406U (en) | 2009-12-30 | 2009-12-30 | Block for reinforced masonry shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201649406U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352665A (en) * | 2011-10-18 | 2012-02-15 | 长沙华坤建材科技有限公司 | Aligned concrete small-size hollow mold card waterproof building block |
| CN103334534A (en) * | 2013-06-12 | 2013-10-02 | 刘亦宽 | Special building block for anti-seismic energy-saving reinforced masonry of well-off building and new construction technology |
-
2009
- 2009-12-30 CN CN2009202599229U patent/CN201649406U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102352665A (en) * | 2011-10-18 | 2012-02-15 | 长沙华坤建材科技有限公司 | Aligned concrete small-size hollow mold card waterproof building block |
| CN103334534A (en) * | 2013-06-12 | 2013-10-02 | 刘亦宽 | Special building block for anti-seismic energy-saving reinforced masonry of well-off building and new construction technology |
| CN103334534B (en) * | 2013-06-12 | 2016-03-16 | 刘亦宽 | Earthquake-proof energy-saving reinforced masonry dedicated building block |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101124 |
|
| CX01 | Expiry of patent term |