CN103343583A - Novel block wall body system and construction method thereof - Google Patents
Novel block wall body system and construction method thereof Download PDFInfo
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- CN103343583A CN103343583A CN2013103186811A CN201310318681A CN103343583A CN 103343583 A CN103343583 A CN 103343583A CN 2013103186811 A CN2013103186811 A CN 2013103186811A CN 201310318681 A CN201310318681 A CN 201310318681A CN 103343583 A CN103343583 A CN 103343583A
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Abstract
The invention discloses a novel block shear wall and a construction method thereof. The shear wall consists of mode card blocks, longitudinal steel bars, transverse steel bars and grout concrete, wherein two adjacent mode card blocks are blocked together up and down, left and right through lugs; longitudinal steel bars are pre-arranged in left and right vertical holes of each mode card block, transverse steel bars are laid in the transverse holes among the blocks; the grout concrete is filled in all holes to form a whole wall body. The method for constructing the novel block shear wall provided by the invention comprises the following steps sequentially: (a) preparing; (b) distributing longitudinal steel bars; (c) building the blocks; (d) distributing the transverse steel bars; (e) grouting; (f) plastering; (g) maintaining and protecting.
Description
Technical field
The present invention relates to the body of wall field of building, be specially a kind of novel build shearing force wall and job practices thereof.
Background technology
Traditional building block becomes body of wall by sticking bonding such as cement or mortar, and can not effectively be interlocked between each brick, and the mechanical property of wall that this brick is made is poor.On the other hand, can not be reused by the body of wall dismounting back brick that this building block is made again, cause the wasting of resources, and traditional building block cost of manufacture be higher, therefore, the stress performance that improves the body of wall of being made up of building block is the problem that presses for solution at present.
The reinforced masonry shear wall structure has obtained using comparatively widely in multilayer and highrise building because of advantages such as its speed of application are very fast, construction costs is lower.And traditional body of wall is succinct inadequately owing to used building block piece type, and from great, and the blockhouse screed is smeared complexity, cause body of wall cost height, constructional difficulties is slow, and supporting capacity is not enough, thereby need find a kind of rapid construction of being convenient to, the reinforced masonry shear wall that supporting capacity is high.
It is convenient that a kind of novel build shearing force wall of the present invention is smeared mortar, and strengthened a kind of masonry system of connecting between the building block by how much chain methods, and its mortar consumption is few, has reduced artificial and material cost, has reduced the generation of heat when building by laying bricks or stones,
Reduced the restriction for execution conditions, used so be highly suitable for China's penetration and promotion.
Summary of the invention
The present invention is a kind of novel build shearing force wall.
The object of the present invention is to provide a kind of speed of application is fast, the duration short, construction costs is lower novel build shearing force wall system and job practices thereof.
Need mortar for overcoming existing reinforced masonry shear wall, problem such as execution conditions are restricted, technical scheme of the present invention is: a kind of novel build shearing force wall, shear wall are made up of the building block of new pattern card, vertical reinforcement, transverse reinforcement and grout concrete; Adjacent two Pi Moka building blocks are fastened togather up and down by projection, set in advance vertical reinforcement in the left and right and middle hole of mould card building block, horizontal hole middle berth between skin is provided with transverse reinforcement, forms the full wafer body of wall pour into core grouted concrete in whole holes after.
The mode that novel build shearing force wall of the present invention is paved with the fissure of displacement with the building block of new pattern card is built by laying bricks or stones.
A small amount of mortar is used in building by laying bricks or stones of novel build shearing force wall of the present invention.
Above-mentioned grout does not have the job practices of mortar reinforced masonry shear wall, comprises the steps: successively
(a) preparation: before the on-the-spot formal construction, place cleaning, to prepare the stacking of materials such as reinforcing bar and building block;
(b) arrange vertical reinforcement: the placement of vertical reinforcement 3 is paved prior to building block, want accurately the position of vertical reinforcement 3, according to design drawing, keep reinforcing bar position by positioner, with prevent building block snap in filling process in reinforcing bar produce displacement, ground reinforcing bar in vertical reinforcement bottom and the ground is fixed be structure as a whole or directly and ground be fixed as one, guarantee that vertical reinforcement 3 is fixed on suitable design attitude, the layout of vertical reinforcement 3 should satisfy in the standard requirement to its spacing simultaneously;
(c) pave building block: the vertical hole of mould card building block snaps in the vertical reinforcement 3 of setting earlier to pave, and builds by laying bricks or stones in the mode that the fissure of displacement is paved, and guarantees the consistency from top to bottom of building block hole;
(d) arrange transverse reinforcement: after having paved a skin building block, in the horizontal ribbed horizontal hole of building block, arrange the transverse reinforcement 4 of this skin, guarantee that transverse reinforcement 4 is fixed on suitable design attitude, simultaneously the layout of transverse reinforcement 4 should satisfy in the standard requirement to its spacing simultaneously; Then go up according to this (a) (b) (c) (d) step skin skin pave;
(e) grouting: mix and whole holes are in the milk behind the core grouted concrete and vibrate;
(f) plaster: in the space that skin skin building block hypotenuse is formed, evenly plaster;
(g) maintenance and protection: carry out maintenance and protection according to code requirement, protection requires to vary with temperature, and especially the masonry construction of top grouting should keep hiding with moistening to prevent excessive drying.
The novel build shearing force wall that the present invention proposes combines that the concrete shear force wall overall performance is good, rapid construction, uses the advantage of this three aspect of mortar less, have save reinforcing bar, without template, the advantage of saving engineering cost.
Description of drawings
Fig. 1 is the axonometric drawing of new pattern card building block grout back wall
Fig. 2 is new pattern card building block vertical view;
Fig. 3 is new pattern card building block axonometric drawing;
Fig. 4 is the axonometric drawing of body of wall before the new pattern card building block grout;
Fig. 5 is another embodiment of building block of the present invention;
Fig. 6 is another embodiment of building block of the present invention;
Fig. 7 is another embodiment of building block of the present invention;
Fig. 8 is another embodiment of building block of the present invention;
Fig. 9 is the axonometric drawing of new pattern card building block grout back wall;
Figure 10 is new pattern card building block vertical view;
Figure 11 is novel Ri Moka building block axonometric drawing;
Figure 12 is another embodiment of building block of the present invention;
Figure 13 is another embodiment of building block of the present invention;
Figure 14 is another embodiment of building block of the present invention;
Figure 15 is another embodiment of building block of the present invention;
Figure 16 is another embodiment of building block of the present invention.
Description of reference numerals is as follows:
The right hole 8-building block mesopore 9-groove 10-perps 11-hypotenuse 12-foam concrete 13-of the new pattern card of 1-building block 2-cross rib 3-vertical reinforcement 4-transverse reinforcement 5-grout concrete 6-building block left side hole 7-building block projection 14-with holes half opening projection.
The specific embodiment
Below in conjunction with accompanying drawing the present invention is described in detail.
Embodiment 1:
Referring to Fig. 1-4, shear wall is made up of the building block of new pattern card, vertical reinforcement, transverse reinforcement and grout concrete; Adjacent two Pi Moka building blocks are fastened togather up and down by projection, set in advance vertical reinforcement in the left hole of mould card building block, right hole and the middle hole, horizontal hole middle berth between skin is provided with transverse reinforcement, forms the full wafer body of wall pour into core grouted concrete in whole holes after.
The construction of novel build shearing force wall recited above:
(a) preparation: before the on-the-spot formal construction, place cleaning, to prepare the stacking of materials such as reinforcing bar;
(b) arrange vertical reinforcement: the placement of vertical reinforcement 3 is paved prior to building block, want accurately the position of vertical reinforcement 3, according to design drawing, keep reinforcing bar position by positioner, with prevent building block snap in filling process in reinforcing bar produce displacement, ground reinforcing bar in vertical reinforcement bottom and the ground is fixed be structure as a whole or directly and ground be fixed as one, guarantee that vertical reinforcement 3 is fixed on suitable design attitude, the layout of vertical reinforcement 3 should satisfy in the standard requirement to its spacing simultaneously;
(c) pave building block: the vertical hole of mould card building block snaps in the vertical reinforcement 3 of setting earlier to pave, and builds by laying bricks or stones in the mode that the fissure of displacement is paved, and guarantees the consistency from top to bottom of building block hole;
(d) arrange transverse reinforcement: after having paved a skin building block, in the horizontal ribbed horizontal hole of building block, arrange the transverse reinforcement 4 of this skin, guarantee that transverse reinforcement 4 is fixed on suitable design attitude, simultaneously the layout of transverse reinforcement 4 should satisfy in the standard requirement to its spacing simultaneously; Then go up according to this (a) (b) (c) (d) step skin skin pave;
(e) grouting: mix and whole holes are in the milk behind the core grouted concrete and vibrate;
(f) plaster: in the space that skin skin building block hypotenuse is formed, evenly plaster;
(g) maintenance and protection: carry out maintenance and protection according to code requirement, protection requires to vary with temperature, and especially the masonry construction of top grouting should keep hiding with moistening to prevent excessive drying.
Embodiment 2:
Referring to Fig. 9-11, shear wall is made up of the building block of new pattern card, vertical reinforcement, transverse reinforcement and grout concrete; Adjacent two Pi Moka building blocks are fastened togather up and down by projection, set in advance vertical reinforcement in the left hole of mould card building block and the right hole, horizontal hole middle berth between skin is provided with transverse reinforcement, forms the full wafer body of wall pour into core grouted concrete in whole holes after.
The construction of novel build shearing force wall recited above:
(a) preparation: before the on-the-spot formal construction, place cleaning, to prepare the stacking of materials such as reinforcing bar;
(b) arrange vertical reinforcement: the placement of vertical reinforcement 3 is paved prior to building block, want accurately the position of vertical reinforcement 3, according to design drawing, keep reinforcing bar position by positioner, with prevent building block snap in filling process in reinforcing bar produce displacement, ground reinforcing bar in vertical reinforcement bottom and the ground is fixed be structure as a whole or directly and ground be fixed as one, guarantee that vertical reinforcement 3 is fixed on suitable design attitude, the layout of vertical reinforcement 3 should satisfy in the standard requirement to its spacing simultaneously;
(c) pave building block: the vertical hole of mould card building block snaps in the vertical reinforcement 3 of setting earlier to pave, and builds by laying bricks or stones in the mode that the fissure of displacement is paved, and guarantees the consistency from top to bottom of building block hole;
(d) arrange transverse reinforcement: after having paved a skin building block, in the horizontal ribbed horizontal hole of building block, arrange the transverse reinforcement 4 of this skin, guarantee that transverse reinforcement 4 is fixed on suitable design attitude, simultaneously the layout of transverse reinforcement 4 should satisfy in the standard requirement to its spacing simultaneously; Then go up according to this (a) (b) (c) (d) step skin skin pave;
(e) grouting: mix and whole holes are in the milk behind the core grouted concrete and vibrate;
(f) plaster: in the space that skin skin building block hypotenuse is formed, evenly plaster;
(g) maintenance and protection: carry out maintenance and protection according to code requirement, protection requires to vary with temperature, and especially the masonry construction of top grouting should keep hiding with moistening to prevent excessive drying.
Embodiment 3: referring to Fig. 7, Figure 14-16, body of wall mixes earth by the building block of new pattern card and foam to be formed, and adjacent two Pi Moka building blocks are fastened togather up and down by projection.
The construction of novel masonry wall system recited above:
(a) preparation: before the on-the-spot formal construction, place cleaning, to prepare the stacking of constructional materials;
(b) pave building block: the mode that adopts the fissure of displacement to pave, the building block skin skin that will have the mixed earth heat insulating material of foam is paved;
(c) plaster: in the space that skin skin building block hypotenuse is formed, evenly plaster;
(d) maintenance and protection: carry out maintenance and protection according to code requirement, protection requires to vary with temperature, and especially the masonry construction of top grouting should keep hiding with moistening to prevent excessive drying.
Claims (3)
1. novel build shearing force wall system, it is characterized in that: shear wall is made up of new pattern card building block (1), vertical reinforcement (3), transverse reinforcement (4) and grout concrete (5); Adjacent two Pi Moka building blocks are fastened togather up and down by projection, set in advance vertical reinforcement (3) in the vertical hole of mould card building block, horizontal hole middle berth between skin is provided with transverse reinforcement (4), forms the full wafer body of wall pour into core grouted concrete in whole holes after.
2. according to claims 1 described a kind of novel build shearing force wall system, it is characterized in that: a small amount of mortar is used in building by laying bricks or stones of novel build shearing force wall.
3. the job practices of a novel build shearing force wall is characterized in that: comprise the steps: successively
(a) preparation: before the on-the-spot formal construction, place cleaning, to prepare the stacking of materials such as reinforcing bar and building block;
(b) arrange vertical reinforcement: placement the paving prior to building block of vertical reinforcement (3), want accurately the position of vertical reinforcement (3), according to design drawing, keep reinforcing bar position by positioner, with prevent building block snap in filling process in reinforcing bar produce displacement, ground reinforcing bar in vertical reinforcement bottom and the ground is fixed be structure as a whole or directly and ground be fixed as one, guarantee that vertical reinforcement (3) is fixed on suitable design attitude, the layout of vertical reinforcement (3) should satisfy in the standard requirement to its spacing simultaneously;
(c) pave building block: the vertical hole of mould card building block snaps in the vertical reinforcement (3) of setting earlier to pave, and builds by laying bricks or stones in the mode that the fissure of displacement is paved, and guarantees the consistency from top to bottom of building block hole;
(d) arrange transverse reinforcement: after having paved a skin building block, in the horizontal ribbed horizontal hole of building block, arrange the transverse reinforcement (4) of this skin, guarantee that transverse reinforcement (4) is fixed on suitable design attitude, simultaneously the layout of transverse reinforcement (4) should satisfy in the standard requirement to its spacing simultaneously; Then go up according to this (a) (b) (c) (d) step skin skin pave;
(e) grouting: mix and whole holes are in the milk behind the core grouted concrete and vibrate;
(f) plaster: in the space that skin skin building block hypotenuse is formed, evenly plaster;
(g) maintenance and protection: carry out maintenance and protection according to code requirement, protection requires to vary with temperature, and especially the masonry construction of top grouting should keep hiding with moistening to prevent excessive drying.
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| CN2013103186811A CN103343583A (en) | 2013-07-26 | 2013-07-26 | Novel block wall body system and construction method thereof |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741838A (en) * | 2013-12-28 | 2014-04-23 | 北京工业大学 | L-shaped column frame and built-in single row reinforcing bar light building block wall and preparation method |
| CN104141358A (en) * | 2014-07-07 | 2014-11-12 | 上海交通大学 | Mortar-free self-embedded masonry structure system and building comprising system |
| CN104563327A (en) * | 2015-01-23 | 2015-04-29 | 沈阳建筑大学 | Masonry with fiber grid |
| CN105888108A (en) * | 2016-05-25 | 2016-08-24 | 中大建设股份有限公司 | Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall |
| CN108560757A (en) * | 2017-07-03 | 2018-09-21 | 温州市正立建筑设计有限公司 | A kind of wall and its construction method |
| CN113958033A (en) * | 2020-07-05 | 2022-01-21 | 苏州模卡新材料科技有限公司 | Construction method of assembled prefabricated wall |
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| US4075808A (en) * | 1974-11-25 | 1978-02-28 | Sanford Pearlman | Building construction system using mortar-less modular building block elements |
| US4115980A (en) * | 1975-09-10 | 1978-09-26 | Charles Simeon Martel | Wall system |
| CN101831970A (en) * | 2010-02-10 | 2010-09-15 | 黄靓 | Integrally assembled wallboard wall and construction method thereof |
| US20130036696A1 (en) * | 2011-08-08 | 2013-02-14 | Casey Moroschan | Mortarless hollow core block wall construction system |
| CN103161241A (en) * | 2013-02-03 | 2013-06-19 | 株洲博尔曼科技发展有限公司 | Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof |
| CN103216024A (en) * | 2013-04-30 | 2013-07-24 | 株洲博尔曼科技发展有限公司 | Self-heat-preservation mortar-free block masonry shear wall system and construction method thereof |
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Patent Citations (6)
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| US4075808A (en) * | 1974-11-25 | 1978-02-28 | Sanford Pearlman | Building construction system using mortar-less modular building block elements |
| US4115980A (en) * | 1975-09-10 | 1978-09-26 | Charles Simeon Martel | Wall system |
| CN101831970A (en) * | 2010-02-10 | 2010-09-15 | 黄靓 | Integrally assembled wallboard wall and construction method thereof |
| US20130036696A1 (en) * | 2011-08-08 | 2013-02-14 | Casey Moroschan | Mortarless hollow core block wall construction system |
| CN103161241A (en) * | 2013-02-03 | 2013-06-19 | 株洲博尔曼科技发展有限公司 | Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof |
| CN103216024A (en) * | 2013-04-30 | 2013-07-24 | 株洲博尔曼科技发展有限公司 | Self-heat-preservation mortar-free block masonry shear wall system and construction method thereof |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741838A (en) * | 2013-12-28 | 2014-04-23 | 北京工业大学 | L-shaped column frame and built-in single row reinforcing bar light building block wall and preparation method |
| CN103741838B (en) * | 2013-12-28 | 2016-04-06 | 北京工业大学 | L shape column frame built-in single-row reinforcement light block body of wall and the practice |
| CN104141358A (en) * | 2014-07-07 | 2014-11-12 | 上海交通大学 | Mortar-free self-embedded masonry structure system and building comprising system |
| CN104563327A (en) * | 2015-01-23 | 2015-04-29 | 沈阳建筑大学 | Masonry with fiber grid |
| CN105888108A (en) * | 2016-05-25 | 2016-08-24 | 中大建设股份有限公司 | Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall |
| CN105888108B (en) * | 2016-05-25 | 2018-02-02 | 中大建设股份有限公司 | Built-in positioning prefabricated component reinforced concrete shear wall and construction method |
| CN108560757A (en) * | 2017-07-03 | 2018-09-21 | 温州市正立建筑设计有限公司 | A kind of wall and its construction method |
| CN113958033A (en) * | 2020-07-05 | 2022-01-21 | 苏州模卡新材料科技有限公司 | Construction method of assembled prefabricated wall |
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Application publication date: 20131009 |