CN103161241A - Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof - Google Patents
Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof Download PDFInfo
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- CN103161241A CN103161241A CN2013100440613A CN201310044061A CN103161241A CN 103161241 A CN103161241 A CN 103161241A CN 2013100440613 A CN2013100440613 A CN 2013100440613A CN 201310044061 A CN201310044061 A CN 201310044061A CN 103161241 A CN103161241 A CN 103161241A
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Abstract
The invention discloses a filling-hole non-mortar reinforcement building block brick shear wall and a construction method of the shear wall. The shear wall comprises a die card block, a vertical reinforcement; a transverse reinforcement, core-filling concrete and a prefabricated connecting piece, an upper die card block and a lower die card block are engaged together through a clamping head. The right portion, the left portion, the upper portion and the lower portion of the die card block are locked together in a geometrical mode by inserting the precut connecting piece into a connecting groove. The vertical reinforcement is installed inside a hole of the die card block and the transverse reinforcement is installed between the upper die card block and the lower die card block. The entire wall is formed by filling the core-filling concrete into a hole. The method of the shear wall comprises a step of preparation work; a step of arranging the vertical reinforcement; a step of paving building blocks; a step of connecting the connecting piece; a step of arranging the transverse reinforcement; a step of grouting; a step of maintaining and protecting.
Description
Technical field
The present invention relates to the body of wall field of building, be specially a kind of grout without mortar built with ribbed bricks shear wall and job practices thereof.
Background technology
The reinforced masonry shear wall structure has obtained using comparatively widely in multilayer structure because of advantages such as its construction costs are lower.But reinforced masonry shear wall commonly used adopts mortar as binding material at present, complicated construction technique, speed of application is slow, and during construction, easily fall into mortar in the building block cavity, mortar is built by laying bricks or stones and is also existed the rainy day and can not construct, need arrange clean-out hatch, the shortcoming such as seepage occurs in addition, has so namely wasted more material, has improved again cost.And the existence of clean-out hatch also can locally weaken body of wall, and causes the piece type too much.Therefore, market is starved of a kind of without mortar, is convenient to rapid construction, the built with ribbed bricks shear wall that supporting capacity is high.
A kind of grout of the present invention refers to not adopt traditional mortar to build by laying bricks or stones without mortar built with ribbed bricks shear wall, and the connection of the chain and connector by building block itself reaches a kind of masonry system that effectively connects between building block, it has exempted the artificial and material cost that applying mortar brings, can all-weather construction, and the speed of construction can improve 100%～150%, uses therefore be highly suitable for China's penetration and promotion.
Summary of the invention
The present invention is that a kind of grout is without mortar built with ribbed bricks shear wall and job practices thereof.
The object of the present invention is to provide a kind of speed of application is fast, the duration is short, construction costs is lower grout without mortar built with ribbed bricks shear wall and job practices thereof.
need mortar for overcoming existing reinforced masonry shear wall, the problems such as execution conditions are restricted, technical scheme of the present invention is: a kind of grout is without mortar built with ribbed bricks shear wall, shear wall is by mould card building block 1, vertical reinforcement 2, transverse reinforcement 3, core grouted concrete 4 and prefabricated connector 5 form, the building block 1 of upper and lower mould card is fastened togather by dop 10, left and right Mo Ka building block 1 is fastened togather by prefabricated connector 5, insert vertical reinforcement 2 in the vertical hole of built with ribbed bricks shear wall, transverse reinforcement 3 is embedded between the two Pi Moka building blocks of up and down, form the full wafer body of wall pour into core grouted concrete in hole after.Grout adopts mould card building block 1 to build by laying bricks or stones with seam without mortar built with ribbed bricks shear wall.Grout adopts mould card building block 1 fissure of displacement to build by laying bricks or stones without mortar built with ribbed bricks shear wall.When building by laying bricks or stones with seam, grout is that wrong skin is arranged without the arrangement of prefabricated connector 5 in mortar built with ribbed bricks shear wall.When the fissure of displacement was built by laying bricks or stones, grout was to arrange with skin without the arrangement of prefabricated connector 5 in mortar built with ribbed bricks shear wall.
A kind of grout comprises the steps: successively without the job practices of mortar built with ribbed bricks shear wall
(a) preparation: prefabricated preparation and preparation at the construction site work two parts of comprising mould card building block 1: wherein prefabricated preparation is carried out at blockyard, according to design drawing, adjusts template, prefabricated molds card building block 1; Before on-the-spot formal construction, place cleaning, to prepare the stacking of the materials such as reinforcing bar, prefabricated connector;
(b) arrange vertical reinforcement: the placement of vertical reinforcement 2 is paved prior to building block, want accurately the position of vertical reinforcement 2, according to design drawing, the position that is kept reinforcing bar by positioner, with prevent building block snap in filling process in reinforcing bar produce displacement, guarantee that vertical reinforcement 2 is fixed on suitable design attitude, the layout of vertical reinforcement 2 should satisfy in standard the requirement to its spacing simultaneously;
(c) pave building block: pave fast the building block of mould card, and insert connector between building block, will guarantee the consistency from top to bottom of building block hole when paving;
(d) arrange transverse reinforcement: paved the transverse reinforcement 3 of arranging this skin after a skin building block, transverse reinforcement 3 rests on building block horizontal ribbed, guarantee that transverse reinforcement 3 is fixed on suitable design attitude, simultaneously the layout of transverse reinforcement 3 should satisfy in standard the requirement to its spacing simultaneously; Then go up according to this (a) (b) (c) (d) (e) step skin skin pave;
(e) grouting: after being built into the blockwork of a floor height, will after the core grouted concrete that mix, part or all of hole being in the milk and vibrating;
(f) 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 grout that the present invention proposes is without mortar built with ribbed bricks shear wall, combine that the concrete shear force wall overall performance is good, rapid construction, without the advantage of this three aspects: of mortar, have save reinforcing bar, without template, the advantage of saving engineering cost.
Description of drawings
Fig. 1 is with the axonometric drawing that stitches masonry panel after grout;
Fig. 2 is mould card building block top view;
Fig. 3 is mould card building block axonometric drawing;
Fig. 4 is the top view of grout back wall;
Fig. 5 is the grout back wall rear elevation that the fissure of displacement is arranged connector;
Fig. 6 is the same grout back wall rear elevation that sews cloth and put connector;
Fig. 7 is with the axonometric drawing that stitches masonry panel before grout;
Fig. 8 is the axonometric drawing of fissure of displacement masonry panel after grout.
Description of reference numerals is as follows:
The prefabricated connector of 1-mould card building block 2-vertical reinforcement 3-transverse reinforcement 4-core grouted concrete 5-
The right hole of 8-building block, the left hole of 6-building block mesopore 7-building block 9-link slot 10-dop.
The specific embodiment
Below in conjunction with accompanying drawing, the present invention is described in detail.
Embodiment 1:
Referring to Fig. 1, a kind of grout is without mortar built with ribbed bricks shear wall, and masonry way comprises the building block of mould card, vertical reinforcement, transverse reinforcement, core grouted concrete and prefabricated connector for building by laying bricks or stones with seam; Up and down two Pi Moka building blocks are fastened togather by dop, insert prefabricated connector in link slot mould card building block left and right, up and down are chained together for how much; In the hole of mould card building block, vertical reinforcement is arranged, there is transverse reinforcement the up and down between two skin building blocks, forms grout without mortar built with ribbed bricks shear wall pour into core grouted concrete in hole after.
Referring to Fig. 2, Fig. 3, Fig. 4, insert prefabricated connector in the link slot of mould card building block.
Referring to Fig. 5, the arrangement of prefabricated connector is that wrong skin is arranged, the arrangement of wrong skin makes building block connect up and down.
Grout recited above is without the construction of mortar built with ribbed bricks shear wall:
(a) preparation: prefabricated preparation and preparation at the construction site work two parts of comprising the building block of mould card: wherein prefabricated preparation is carried out at blockyard, according to design drawing, adjusts template, the building block of prefabricated molds card; Before on-the-spot formal construction, place cleaning, to prepare the stacking of the materials such as reinforcing bar, prefabricated connector;
(b) arrange vertical reinforcement: the placement of vertical reinforcement is paved prior to building block, want accurately the position of vertical reinforcement, according to design drawing, the position that is kept reinforcing bar by positioner, with prevent building block snap in filling process in reinforcing bar produce displacement, guarantee that vertical reinforcement is fixed on suitable design attitude, the layout of vertical reinforcement should satisfy in standard the requirement to its spacing simultaneously;
(c) pave building block: pave with seam, because the building block of mould card is both ends open, the mode that directly adopts the left and right hole to snap in vertical reinforcement is paved, and has avoided the way that wear at the reinforcing bar top is lifted in building block, has guaranteed simultaneously the consistency from top to bottom of building block hole;
(d) insert connector: wrong skin inserts to be arranged, insert prefabricated connector in the link slot of mould card building block, be specially every prefabricated connector and stretch into half in the link slot of two building blocks in up and down, see Fig. 5, the connector of wrong skin is arranged has to building block between skin the effect that connects up and down;
(e) arrange transverse reinforcement: paved the transverse reinforcement of arranging this skin after a skin building block, transverse reinforcement rests on building block horizontal ribbed, guarantee that transverse reinforcement is fixed on suitable design attitude, simultaneously the layout of transverse reinforcement should satisfy in standard the requirement to its spacing simultaneously; Then go up according to this (a) (b) (c) (d) (e) step skin skin pave;
(f) grouting: without mortar, greatly simplified the processing of grouting space due to the construction of this shear wall, whole holes have been in the milk and vibrate after mixing core grouted concrete.
(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. 8, a kind of grout is without mortar built with ribbed bricks shear wall, and masonry way is that the fissure of displacement is built by laying bricks or stones, comprises the building block of mould card, vertical reinforcement, transverse reinforcement, core grouted concrete and prefabricated connector; Adjacent two Pi Moka building blocks are fastened togather up and down by draw-in groove, insert connector in reserve connecting hole mould card building block left and right, up and down are chained together for how much; In the hole of mould card building block, vertical reinforcement is arranged, there is transverse reinforcement the up and down between two skin building blocks, forms grout without mortar built with ribbed bricks shear wall pour into core grouted concrete in hole after.
Referring to Fig. 2, Fig. 3, Fig. 4, insert prefabricated connector in the link slot of mould card building block.
Referring to Fig. 6, the arrangement of prefabricated connector is to arrange with skin.
Grout recited above is without the construction of mortar built with ribbed bricks shear wall:
(a) preparation: prefabricated preparation and preparation at the construction site work two parts of comprising the building block of mould card: wherein prefabricated preparation is carried out at blockyard, according to design drawing, adjusts template, the building block of prefabricated molds card; Before on-the-spot formal construction, place cleaning, to prepare the stacking of the materials such as reinforcing bar, prefabricated connector;
(b) arrange vertical reinforcement: the placement of vertical reinforcement is paved prior to building block, want accurately the position of vertical reinforcement, according to design drawing, the position that is kept reinforcing bar by positioner, with prevent building block snap in filling process in reinforcing bar produce displacement, guarantee that vertical reinforcement is fixed on suitable design attitude, the layout of vertical reinforcement should satisfy in standard the requirement to its spacing simultaneously;
(c) pave building block: the fissure of displacement is paved, and adopts the way that wear at the reinforcing bar top is lifted in building block, notes guaranteeing the consistency from top to bottom of building block hole;
(d) insert connector: insert with skin and arrange, insert prefabricated connector in the link slot of mould card building block, be specially and often pave the connector that this skin is namely inserted in a skin building block, see Fig. 6, comparatively convenient with the mode that skin is arranged, only with directly inserting, when having avoided wrong skin to arrange, a upper skin building block need to be aimed at the work of insertion.
(e) arrange transverse reinforcement: paved the transverse reinforcement of arranging this skin after a skin building block, transverse reinforcement rests on building block horizontal ribbed, guarantee that transverse reinforcement is fixed on suitable design attitude, simultaneously the layout of transverse reinforcement should satisfy in standard the requirement to its spacing simultaneously; Then go up according to this (a) (b) (c) (d) (e) step skin skin pave;
(f) grouting: due to building by laying bricks or stones without mortar of this shear wall, greatly simplified the processing of grouting space, whole holes have been in the milk and vibrate after mixing core grouted concrete.
(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.
Claims (6)
1. a grout is without mortar built with ribbed bricks shear wall, it is characterized in that: shear wall is by mould card building block (1), vertical reinforcement (2), transverse reinforcement (3), core grouted concrete (4) and prefabricated connector (5) form, upper and lower mould card building block (1) is fastened togather by dop (10), left and right Mo Ka building block (1) is fastened togather by prefabricated connector (5), insert vertical reinforcement (2) in the vertical hole of built with ribbed bricks shear wall, transverse reinforcement (3) is embedded between the two Pi Moka building blocks of up and down, form the full wafer body of wall pour into core grouted concrete in hole after.
2. grout described according to claims 1 without mortar built with ribbed bricks shear wall, is characterized in that: grout adopts mould card building block (1) to build by laying bricks or stones with seam without mortar built with ribbed bricks shear wall.
3. grout described according to claims 1 without mortar built with ribbed bricks shear wall, is characterized in that: grout adopts mould card building block (1) fissure of displacement to build by laying bricks or stones without mortar built with ribbed bricks shear wall.
4. grout described according to claims 1 without mortar built with ribbed bricks shear wall, is characterized in that: when building by laying bricks or stones with seam, grout is that wrong skin is arranged without the arrangement of prefabricated connector (5) in mortar built with ribbed bricks shear wall.
5. grout described according to claims 1 without mortar built with ribbed bricks shear wall, is characterized in that: when the fissure of displacement was built by laying bricks or stones, grout was to arrange with skin without the arrangement of prefabricated connector (5) in mortar built with ribbed bricks shear wall.
6. a grout without the job practices of mortar built with ribbed bricks shear wall, is characterized in that: comprise the steps: successively
(a) preparation: prefabricated preparation and preparation at the construction site work two parts of comprising mould card building block (1): wherein prefabricated preparation is carried out at blockyard, according to design drawing, adjusts template, prefabricated molds card building block (1); Before on-the-spot formal construction, place cleaning, to prepare the stacking of the materials such as reinforcing bar, prefabricated connector;
(b) arrange vertical reinforcement: placement the paving prior to building block of vertical reinforcement (2), want accurately the position of vertical reinforcement (2), according to design drawing, the position that is kept reinforcing bar by positioner, with prevent building block snap in filling process in reinforcing bar produce displacement, guarantee that vertical reinforcement (2) is fixed on suitable design attitude, the layout of vertical reinforcement (2) should satisfy in standard the requirement to its spacing simultaneously;
(c) pave building block: pave fast the building block of mould card, and insert connector between building block, will guarantee the consistency from top to bottom of building block hole when paving;
(d) arrange transverse reinforcement: paved the transverse reinforcement (3) of arranging this skin after a skin building block, transverse reinforcement (3) rests on building block horizontal ribbed, guarantee that transverse reinforcement (3) is fixed on suitable design attitude, simultaneously the layout of transverse reinforcement (3) should satisfy in standard the requirement to its spacing simultaneously; Then go up according to this (a) (b) (c) (d) (e) step skin skin pave;
(e) grouting: after being built into the blockwork of a floor height, will after the core grouted concrete that mix, part or all of hole being in the milk and vibrating;
(f) 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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| Application Number | Priority Date | Filing Date | Title |
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| CN2013100440613A CN103161241A (en) | 2013-02-03 | 2013-02-03 | Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof |
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| CN2013100440613A CN103161241A (en) | 2013-02-03 | 2013-02-03 | Filling-hole non-mortar reinforcement building block brickwork shear wall and construction method thereof |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103343583A (en) * | 2013-07-26 | 2013-10-09 | 株洲博尔曼科技发展有限公司 | Novel block wall body system and construction method thereof |
| CN103741836A (en) * | 2013-11-21 | 2014-04-23 | 株洲博尔曼科技发展有限公司 | Vertical stagger clamping masonry wall |
| CN103741839A (en) * | 2014-01-20 | 2014-04-23 | 北京工业大学 | Single-row reinforced lightweight concrete wall with crossed frame and heat-insulation building forms and manufacturing method |
| CN103924727A (en) * | 2014-04-16 | 2014-07-16 | 许昌金科建筑清运有限公司 | Connecting structure of four double-layer adjacent building blocks and reinforced masonry |
| CN104153587A (en) * | 2014-08-25 | 2014-11-19 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Assembly type construction method for reinforced building block masonry wall |
| CN104499611A (en) * | 2014-12-13 | 2015-04-08 | 株洲博尔曼科技发展有限公司 | Novel plastering rapid construction wall after grouting and construction method thereof |
| CN106958353A (en) * | 2017-05-17 | 2017-07-18 | 沈阳建筑大学 | A kind of slurry spreading device with reel |
| CN109914644A (en) * | 2019-04-17 | 2019-06-21 | 上海市房屋建筑设计院有限公司 | A kind of assembled heat insulation masonry wall and preparation method thereof |
| CN111236477A (en) * | 2020-03-06 | 2020-06-05 | 四川中宇建设工程有限公司 | House building wall structure and construction method |
| CN112160444A (en) * | 2020-09-22 | 2021-01-01 | 中国一冶集团有限公司 | Inner wall and outer wall integrated construction method of masonry |
| CN112593531A (en) * | 2020-12-15 | 2021-04-02 | 中国矿业大学(北京) | High-ductility wall-building protection underground reservoir artificial dam body structure and construction method thereof |
| 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 |
| AT525991B1 (en) * | 2022-04-08 | 2023-10-15 | Generation Concept Stiftung C/O Ulrike Antonia Schreiber Eggenberger | Set of structural elements for a building made of wood |
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Cited By (17)
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| CN103343583A (en) * | 2013-07-26 | 2013-10-09 | 株洲博尔曼科技发展有限公司 | Novel block wall body system and construction method thereof |
| CN103741836A (en) * | 2013-11-21 | 2014-04-23 | 株洲博尔曼科技发展有限公司 | Vertical stagger clamping masonry wall |
| CN103741839A (en) * | 2014-01-20 | 2014-04-23 | 北京工业大学 | Single-row reinforced lightweight concrete wall with crossed frame and heat-insulation building forms and manufacturing method |
| CN103741839B (en) * | 2014-01-20 | 2016-02-17 | 北京工业大学 | Cross-frame heat preservation block single-row reinforcement light weight concrete construction body of wall and preparation method |
| CN103924727A (en) * | 2014-04-16 | 2014-07-16 | 许昌金科建筑清运有限公司 | Connecting structure of four double-layer adjacent building blocks and reinforced masonry |
| CN103924727B (en) * | 2014-04-16 | 2016-07-06 | 许昌金科资源再生股份有限公司 | The attachment structure of four pieces of adjacent block of two-layer and reinforced masonry thereof |
| CN104153587A (en) * | 2014-08-25 | 2014-11-19 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Assembly type construction method for reinforced building block masonry wall |
| CN104499611A (en) * | 2014-12-13 | 2015-04-08 | 株洲博尔曼科技发展有限公司 | Novel plastering rapid construction wall after grouting and construction method thereof |
| CN106958353A (en) * | 2017-05-17 | 2017-07-18 | 沈阳建筑大学 | A kind of slurry spreading device with reel |
| CN109914644A (en) * | 2019-04-17 | 2019-06-21 | 上海市房屋建筑设计院有限公司 | A kind of assembled heat insulation masonry wall and preparation method thereof |
| CN111236477A (en) * | 2020-03-06 | 2020-06-05 | 四川中宇建设工程有限公司 | House building wall structure and 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 |
| CN112160444A (en) * | 2020-09-22 | 2021-01-01 | 中国一冶集团有限公司 | Inner wall and outer wall integrated construction method of masonry |
| CN112593531A (en) * | 2020-12-15 | 2021-04-02 | 中国矿业大学(北京) | High-ductility wall-building protection underground reservoir artificial dam body structure and construction method thereof |
| CN112593531B (en) * | 2020-12-15 | 2021-07-30 | 中国矿业大学(北京) | Construction method of high-ductility wall-building protection underground reservoir artificial dam body structure |
| AT525991B1 (en) * | 2022-04-08 | 2023-10-15 | Generation Concept Stiftung C/O Ulrike Antonia Schreiber Eggenberger | Set of structural elements for a building made of wood |
| AT525991A4 (en) * | 2022-04-08 | 2023-10-15 | Generation Concept Stiftung C/O Ulrike Antonia Schreiber Eggenberger | Set of structural elements for a building made of wood |
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Application publication date: 20130619 |