CN103195190A - Recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and manufacturing method thereof - Google Patents
Recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and manufacturing method thereof Download PDFInfo
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- CN103195190A CN103195190A CN2013101198778A CN201310119877A CN103195190A CN 103195190 A CN103195190 A CN 103195190A CN 2013101198778 A CN2013101198778 A CN 2013101198778A CN 201310119877 A CN201310119877 A CN 201310119877A CN 103195190 A CN103195190 A CN 103195190A
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Abstract
A recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and a manufacturing method thereof belong to the field of construction. The recycled concrete brick and insulating layer composite wall with the tie reinforcing steel bars includes a reinforced concrete ring beam, recycled concrete bricks, leaf wall tie reinforcing steel bars, a foundation beam, an insulating layer, constructional columns and outer wall tie reinforcing steel bars. The outer wall is flatly built into an inner leaf wall and an outer leaf wall with the insulating layer sandwiched in the middle by recycled concrete bricks of standard sizes. The manufacturing method of recycled concrete brick and insulating layer composite wall with the tie reinforcing steel bars includes building the inner leaf wall and the outer leaf wall in a masonry mode after the foundation beam is well placed and reaches the permitted construction strength, presetting or casting in place the insulating layer between the inner leaf wall and the outer leaf wall, distributing the leaf wall tie reinforcing steel bars during the masonry-mode building process of the inner leaf wall and the outer leaf wall, arranging outer wall tie reinforcing steel bars inside mortar joints along the height of the wall, building combed joints at the contact portion of the wall and the constructional columns during the masonry-mode building, and casting in place the masonry-mode building and the reinforced concrete ring beam when building to a floor-height position in a masonry-mode. The recycled concrete brick and insulating layer composite wall with the tie reinforcing steel bars has the advantages of using resources repeatedly, being good in heat preservation and anti-seismic property and the like.
Description
Technical field:
The present invention relates to a kind of regeneration concrete brick and insulation layer combined wall and the practice of the band steel tie for villages and small towns buildings, is a kind of energy-saving wall by the brick one-tenth of regeneration concrete and composite heat-insulating layer, belongs to the building structure field of energy-saving technology.
Background technology:
China's villages and small towns building has a large capacity and a wide range, the regional economy developmental difference is big, energy-saving effect is relatively poor, and the economical and practical power-saving technology that is suitable for the villages and small towns building at present extremely lacks.
Because loam brick is drawn materials conveniently, and is cheap, be commonly used when building a house in vast rural area, but firing of loam brick ploughed with the speed minimizing in millions of mu of every year the rural area, had a strong impact on agricultural development.Therefore, demand urgently coming the instead of clay brick with environmental protection, material energy-conservation, sustainable use.The quantity of China's building waste accounts for 30%～40% of municipal refuse total amount, and wherein chief component is discarded concrete, and throwing aside of discarded concrete not only taken a large amount of soils, and has caused the resource serious waste.Discarded concrete can be made into the regeneration concrete brick, and the manufacturing of regeneration concrete brick has important economic value and social effect with application for the reform of propelling materials for wall and resource regeneration.
China CO
2Discharge value occupy prostatitis, the world, and building materials production, house building and use energy consumption reach 30% more than of total energy consumption, and the energy-efficient performance of raising village-town house exterior wall is important measures that cut down the consumption of energy, so the villages and small towns building external wall energy-saving is problem demanding prompt solution.
Change village-town house body of wall power-saving technology backward situation, develop the energy-saving wall of the wider low cost of adaptive surface, ecology, environmental protection, this is national great strategic demand to new countryside construction, villages and small towns energy-saving and emission-reduction, has important use and is worth.
Summary of the invention:
The object of the invention is to provide a kind of discarded concrete that utilizes to make the regeneration concrete brick, regeneration concrete brick and the insulation layer combined wall of the band steel tie that is used for the villages and small towns building of folder insulation layer in being built into, it is bad and fire problem such as loam brick destruction farmland effectively to solve villages and small towns building heat preservation performance.
The technical solution used in the present invention is as follows:
Regeneration concrete brick and the insulation layer combined wall of band steel tie is characterized in that: comprise reinforced concrete circle beam 1, regeneration concrete brick 2, leaf wall steel tie 3, grade beam 4, insulation layer 5, constructional column 6, exterior wall steel tie 7.Outer body of wall is by the standard-sized regeneration concrete brick 2 flat internal lobe walls 8 and siphonal lobe wall 9 that are built into therebetween insulation layer 5, and internal lobe wall 8 passes through leaf wall steel tie 3 drawknots with siphonal lobe wall 9.Grade beam 4 build and reach the permission construction intensity after, determine the construction location of internal lobe wall 8, insulation layer 5 and siphonal lobe wall 9, build internal lobe wall 8 and siphonal lobe wall 9 by laying bricks or stones, pre-if cast-in-place thermal-insulating layer 5 between internal lobe wall 8 and siphonal lobe wall 9, in building internal lobe wall 8 and siphonal lobe wall 9 processes by laying bricks or stones, place leaf wall steel tie 3, make it perpendicular to body of wall and in interior siphonal lobe wall mortar joint, in mortar joint, establish exterior wall steel tie 7 along the wall height, build out horse tooth trough at body of wall and constructional column 6 contact positions when building by laying bricks or stones, build cast-in-place constructional column 6 and reinforced concrete circle beam 1 to the floor height place.
Further, described leaf wall steel tie 3 is for being processed into the HPB235 reinforcing bar that L shaped and diameter is not more than 6mm, and level and vertical spacing are not more than 800mm and 400mm respectively in body of wall.
Further, described insulation layer 5 is fly ash building block or thermal insulation mortar.
Further, described exterior wall steel tie 7 is for to arrange the HPB235 grade reinforcing steel that 2 diameters are not less than 6mm along the wall height every 500mm, and stretches into and be not less than 1000mm within the walls.
The regeneration concrete brick of described band steel tie and the preparation method of insulation layer combined wall is characterized in that production order is as follows:
1) puzzle strip foundation earlier, then at basic top colligation grade beam reinforcing bar, grade beam and wall in length and breadth and in the structure muscle of exterior wall junction layout constructional column 6, and fix with the grade beam reinforcing bar, concreting is made grade beam 4;
2) at grade beam 4 tops, determine the construction location of internal lobe wall 8, insulation layer 5 and siphonal lobe wall 9, with standard-sized regeneration concrete brick 2 flat internal lobe wall 8 and the siphonal lobe walls 9 built out, pre-if cast-in-place thermal-insulating layer 5 between internal lobe wall 8 and siphonal lobe wall 9, in building internal lobe wall 8 and siphonal lobe wall 9 processes by laying bricks or stones, place leaf wall steel tie 3, make it perpendicular to body of wall and in interior siphonal lobe wall mortar joint, and establish exterior wall steel tie 7 along the wall height, build out horse tooth trough at body of wall and constructional column 6 contact positions when building by laying bricks or stones.
3) masonry panel is to the floor height place, assembling reinforcement concrete collar tie beam cage of reinforcement, and the structure muscle of constructional column 6 is anchored in the cage of reinforcement of reinforced concrete circle beam 1, colligation roof system or superstructure reinforcing bar or lifting log cabin lid, build constructional column 6 concrete, reinforced concrete circle beam 1 concrete and roof system or superstructure concrete, if log cabin lid, built constructional column 6 concrete after, constructional column 6 structure muscle are passed the roof system wooden frame, connect with bolt;
The constructional column of body of wall setting, horse tooth trough, steel tie, reinforced concrete circle beam have strengthened the connection of body of wall, strengthened being connected of body of wall and roof system, insulation layer improves the ability of body of wall opposing horizontal force, the regeneration concrete brick of band steel tie is compared with the common body of wall of same thickness with the insulation layer combined wall, and anti-seismic performance improves 20%～30%; Composite heat-insulating layer is compared with existing villages and small towns house insulation performance, can improve 35%～50%; The application of regeneration concrete brick makes waste resource be able to recycling.
Description of drawings
Fig. 1 is external wall elevation schematic diagram of the present invention;
Fig. 2 is exterior wall A-A sectional schematic diagram of the present invention;
Fig. 3 is exterior wall B-B sectional schematic diagram of the present invention;
The 1-reinforced concrete circle beam; 2-regeneration concrete brick; 3-leaf wall steel tie; The 4-grade beam;
The 5-insulation layer; The 6-constructional column; 7-exterior wall steel tie; 8-internal lobe wall; 9-siphonal lobe wall.
The specific embodiment:
Be described further for the present invention below in conjunction with the drawings and specific embodiments:
As Fig. 1, Fig. 2, shown in Figure 3, the regeneration concrete brick of band steel tie of the present invention and insulation layer combined wall comprise reinforced concrete circle beam 1, regeneration concrete brick 2, leaf wall steel tie 3, grade beam 4, insulation layer 5, constructional column 6, exterior wall steel tie 7.Outer body of wall is by the standard-sized regeneration concrete brick 2 flat internal lobe walls 8 and siphonal lobe wall 9 that are built into therebetween insulation layer 5, and internal lobe wall 8 passes through leaf wall steel tie 3 drawknots with siphonal lobe wall 9.Grade beam 4 build and reach the permission construction intensity after, determine the construction location of internal lobe wall 8, insulation layer 5 and siphonal lobe wall 9, build internal lobe wall 8 and siphonal lobe wall 9 by laying bricks or stones, pre-if cast-in-place thermal-insulating layer 5 between internal lobe wall 8 and siphonal lobe wall 9, in building internal lobe wall 8 and siphonal lobe wall 9 processes by laying bricks or stones, place leaf wall steel tie 3, make it perpendicular to body of wall and in interior siphonal lobe wall mortar joint, in mortar joint, establish exterior wall steel tie 7 along the wall height, build out horse tooth trough at body of wall and constructional column 6 contact positions when building by laying bricks or stones, build cast-in-place constructional column 6 and reinforced concrete circle beam 1 to the floor height place.Reinforced concrete circle beam 1, regeneration concrete brick 2, leaf wall steel tie 3, grade beam 4, insulation layer 5, constructional column 6, exterior wall steel tie 7 are formed regeneration concrete brick-insulation layer combined wall.
Described reinforced concrete circle beam 1 its width is not less than 160mm and is not more than 240mm, highly is not less than 150mm, and vertical muscle is not less than 4 Φ 10; Stirrup diameter should be less than Φ 6, and spacing is not more than 300mm.Described regeneration concrete brick 2 is broken into coarse aggregate and fines by the discarded concrete in the building waste, adds compactings such as cementitious material again and forms, and regeneration concrete brick 2 is of a size of 240 * 115 * 53mm; Described leaf wall steel tie 3 is for being processed into the HPB235 reinforcing bar that L shaped and diameter is not more than 6mm, and level and vertical spacing are not more than 800mm and 400mm respectively in body of wall; Described grade beam 4 is the reinforced concrete foundation beam, and width is not less than wall thickness, highly is not less than 150mm, and vertical muscle is not less than 4 Φ 12, and stirrup diameter should be less than Φ 8, and spacing is not more than 200mm; Described insulation layer 5 is fly ash building block or thermal insulation mortar; Described constructional column 6 vertical structure muscle are that 4 diameters are not less than 14 HRB335 grade reinforcing steel, and stirrup diameter should be less than Φ 8, and spacing is not more than 150mm; Described exterior wall steel tie 7 is for to arrange the HPB235 grade reinforcing steel that 2 diameters are not less than 6mm along the wall height every 500mm, and stretches into and be not less than 1000mm within the walls.
The regeneration concrete brick of described band steel tie and the preparation method of insulation layer combined wall is characterized in that production order is as follows:
1) puzzle strip foundation earlier, then at basic top colligation grade beam reinforcing bar, grade beam and wall in length and breadth and in the structure muscle of exterior wall junction layout constructional column 6, and fix with the grade beam reinforcing bar, concreting is made grade beam 4;
2) at grade beam 4 tops, determine internal lobe wall 8, the construction location of insulation layer 5 and siphonal lobe wall 9, with standard-sized regeneration concrete brick 2 flat internal lobe wall 8 and the siphonal lobe walls 9 built out, pre-if cast-in-place thermal-insulating layer 5 between internal lobe wall 8 and siphonal lobe wall 9, in building internal lobe wall 8 and siphonal lobe wall 9 processes by laying bricks or stones, place leaf wall steel tie 3, make it perpendicular to body of wall and in interior siphonal lobe wall mortar joint, level and vertical spacing are not more than 800mm and 400mm respectively in body of wall, and establish the exterior wall steel tie 7 that 2 diameters are not less than 6mm along the wall height every 500mm, build out horse tooth trough at body of wall and constructional column 6 contact positions when building by laying bricks or stones.
3) masonry panel is to the floor height place, assembling reinforcement concrete collar tie beam cage of reinforcement, and the structure muscle of constructional column 6 is anchored in the cage of reinforcement of reinforced concrete circle beam 1, colligation roof system or superstructure reinforcing bar or lifting log cabin lid, build constructional column 6 concrete, reinforced concrete circle beam 1 concrete and roof system or superstructure concrete, if log cabin lid, built constructional column 6 concrete after, constructional column 6 structure muscle are passed the roof system wooden frame, connect with bolt.
More than be an exemplary embodiments of the present invention, enforcement of the present invention is not limited thereto.
Claims (5)
1. regeneration concrete brick and the insulation layer combined wall of band steel tie is characterized in that: comprise reinforced concrete circle beam (1), regeneration concrete brick (2), leaf wall steel tie (3), grade beam (4), insulation layer (5), constructional column (6), exterior wall steel tie (7); Body of wall is by flat internal lobe wall (8) and the siphonal lobe wall (9) of being built into of standard-sized regeneration concrete brick (2), internal lobe wall (8) and siphonal lobe wall (9) therebetween insulation layer (5); Internal lobe wall (8), siphonal lobe wall (9) and insulation layer (5) leaf wall steel tie (3) drawknot; Build internal lobe wall (8) and siphonal lobe wall (9) by laying bricks or stones at grade beam (4), between internal lobe wall (8) and siphonal lobe wall (9), build by laying bricks or stones or cast-in-place thermal-insulating layer (5), in the body of wall mortar joint, arrange leaf wall steel tie (3), in mortar joint, establish exterior wall steel tie (7) along the wall height, build out horse tooth trough at body of wall and constructional column (6) contact position when building by laying bricks or stones, build to the cast-in-place constructional column in floor height place (6) and reinforced concrete circle beam (1).
According to the leaf wall steel tie (3) of the regeneration concrete brick of the described band steel tie of claim 1 and insulation layer combined wall for being processed into the HPB235 reinforcing bar that L shaped and diameter is not more than 6mm, level and vertical spacing are not more than 800mm and 400mm respectively in body of wall.
3. be fly ash building block or thermal insulation mortar according to the regeneration concrete brick of the described band steel tie of claim 1 and the insulation layer (5) of insulation layer combined wall.
4. every 500mm the HPB235 grade reinforcing steel that 2 diameters are not less than 6mm is set along the wall height according to the regeneration concrete brick of the described band steel tie of claim 1 and the exterior wall steel tie (7) of insulation layer combined wall, stretches in internal lobe wall (8) and the siphonal lobe wall (9) from constructional column and all be not less than 1m.
5. the preparation method of the regeneration concrete brick of a band steel tie according to claim 1 and insulation layer combined wall is characterized in that production order is as follows:
1) puzzle strip foundation earlier, then at basic top colligation grade beam reinforcing bar, grade beam and wall in length and breadth and in the structure muscle of exterior wall junction layout constructional column (6), and fix with the grade beam reinforcing bar, concreting is made grade beam (4);
2) at grade beam (4) top, determine internal lobe wall (8), the construction location of insulation layer (5) and siphonal lobe wall (9), with flat internal lobe wall (8) and the siphonal lobe wall (9) built out of standard-sized regeneration concrete brick (2), pre-if cast-in-place thermal-insulating layer (5) between internal lobe wall (8) and siphonal lobe wall (9), in building internal lobe wall (8) and siphonal lobe wall (9) process by laying bricks or stones, place leaf wall steel tie (3), make it perpendicular to body of wall and in interior siphonal lobe wall mortar joint, level and vertical spacing are not more than 800mm and 400mm respectively in body of wall, and establish exterior wall steel tie (7) along the wall height, build out horse tooth trough at body of wall and constructional column (6) contact position when building by laying bricks or stones;
3) masonry panel is to the floor height place, assembling reinforcement concrete collar tie beam cage of reinforcement, and the structure muscle of constructional column (6) is anchored in the cage of reinforcement of reinforced concrete circle beam (1), colligation roof system or superstructure reinforcing bar or lifting log cabin lid, build constructional column (6) concrete, reinforced concrete circle beam (1) concrete and roof system or superstructure concrete, if log cabin lid, built constructional column (6) concrete after, constructional column (6) structure muscle is passed the roof system wooden frame, connect with bolt.
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| CN2013101198778A CN103195190A (en) | 2013-04-08 | 2013-04-08 | Recycled concrete brick and insulating layer composite wall with tie reinforcing steel bars and manufacturing method thereof |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
| CN106401276A (en) * | 2016-09-23 | 2017-02-15 | 中国人民解放军63926部队 | Construction method for wall column binding bars of frame type building block enclosing wall |
| CN108104470A (en) * | 2017-12-10 | 2018-06-01 | 常成友 | A kind of construction method of construction wall |
| CN108824673A (en) * | 2018-07-26 | 2018-11-16 | 榆林学院 | A kind of green cob brick wall with porous brick |
| CN109989499A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture silk seam wall construction and its construction method |
| CN111395573A (en) * | 2020-03-31 | 2020-07-10 | 哈尔滨达城绿色建筑股份有限公司 | Construction method of assembled outer leaf wall of sandwich wall of block building |
| CN111877602A (en) * | 2020-08-12 | 2020-11-03 | 上海萌砖节能材料科技有限公司 | Take assembled brickwork module of compound incubation function |
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| CN101570988A (en) * | 2009-05-27 | 2009-11-04 | 西安建筑科技大学 | Method for manufacturing sandwich bearing wall body through perforated bricks and concrete hollow blocks |
| CN101775860A (en) * | 2010-02-01 | 2010-07-14 | 吴方伯 | Heat-insulating double-layered wall for buildings |
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| CN201040888Y (en) * | 2007-04-19 | 2008-03-26 | 顾业明 | Exterior thermal insulation wall for double-teeming heat-insulating material between walls |
| CN101570988A (en) * | 2009-05-27 | 2009-11-04 | 西安建筑科技大学 | Method for manufacturing sandwich bearing wall body through perforated bricks and concrete hollow blocks |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064545A (en) * | 2015-07-23 | 2015-11-18 | 株洲博尔曼科技发展有限公司 | Assembled integral type masonry wall assembling structure and construction method thereof |
| CN106401276A (en) * | 2016-09-23 | 2017-02-15 | 中国人民解放军63926部队 | Construction method for wall column binding bars of frame type building block enclosing wall |
| CN108104470A (en) * | 2017-12-10 | 2018-06-01 | 常成友 | A kind of construction method of construction wall |
| CN108824673A (en) * | 2018-07-26 | 2018-11-16 | 榆林学院 | A kind of green cob brick wall with porous brick |
| CN109989499A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture silk seam wall construction and its construction method |
| CN111395573A (en) * | 2020-03-31 | 2020-07-10 | 哈尔滨达城绿色建筑股份有限公司 | Construction method of assembled outer leaf wall of sandwich wall of block building |
| CN111877602A (en) * | 2020-08-12 | 2020-11-03 | 上海萌砖节能材料科技有限公司 | Take assembled brickwork module of compound incubation function |
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Application publication date: 20130710 |