CN103046665B - Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof - Google Patents

Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof Download PDF

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Publication number
CN103046665B
CN103046665B CN201210546674.2A CN201210546674A CN103046665B CN 103046665 B CN103046665 B CN 103046665B CN 201210546674 A CN201210546674 A CN 201210546674A CN 103046665 B CN103046665 B CN 103046665B
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wall
thermal insulation
concrete
constructional column
insulation mortar
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CN103046665A (en
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曹万林
李建华
程娟
董宏英
张建伟
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Beijing University of Technology
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Beijing University of Technology
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Abstract

The invention relates to an insulating mortar strengthening layer rowlock wall with steel wire mesh for setting a hose tooth constructional column and a manufacturing method thereof, belonging to building field. The rowlock wall comprises a hose tooth constructional column, a reinforced concrete ring beam, transverse tie-reinforcement ribs, a wall body and an exterior wall insulating mortar composite galvanized steel fabric sheet; the wall body is bricked up to form a cavity by concrete through horizontal bricking, side bricking or vertical bricking; vertical holes with indenting are bricked at the joints of longitudinal and cross walls and interior and exterior walls; a vertical constructional rib is arranged at the center of the vertical hole and concrete is poured to form the hose tooth constructional column; the lower end of the vertical constructional rib is anchored inside a foundation beam, the upper end of the vertical constructional rib is fixed inside the reinforced concrete ring beam, and a floor slab is made of cast-in-place concrete; the transverse tie-reinforcement ribs are distributed inside the wall body and are tie-reinforced with the vertical constructional ribs, and are pressed inside the wall body at a certain length; when wall bricking, steel nails are pre-buried along the exterior wall, a layer of insulating mortar is firstly plastered after the exterior wall is bricked, the galvanized steel fabric sheet is hung on the pre-buried steel nail, and then a layer of insulating mortar is plastered. The rowlock wall has the characteristics of being material-saving, good in insulation, good in anti-seismic performance and the like.

Description

If gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall and the practice
Technical field:
The present invention relates to and a kind ofly establish gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall and the practice for country building, is a kind ofly be built into by regeneration concrete brick and containing the energy-saving wall of shock-proof heat insulation measure, belong to building structure aseismatic technical field.
Background technology:
Earthquake is as a kind of inevitable, natural calamity that destructive power is extremely strong, and each generation bring massive losses all can to the life of the people and property.In Wenchuan earthquake, the economic loss caused reaches 6,451 hundred million yuan, and dead and wounded number reaches more than 10 ten thousand.China's seismic region distribution is wide, and fortification intensity accounts for more than 60% of area at 6 degree and above area, and is mainly distributed in vast rural area and rural area.Vast rural area and rural area are due to the restriction by economic capability, and villages and small towns local-style dwelling houses shock resistance is poor, and when suffering equal earthquake intensity, farm building collapse degree and population Casualty Vulnerability Number are far above city, and poorer area, earthquake disaster is more serious.
Loam brick is drawn materials conveniently, and cost is low, so also in a large amount of use when villages and small towns local-style dwelling houses is built, but firing of loam brick makes rural area plough with the speed of annual millions of mu minimizing, has had a strong impact on agricultural development.Therefore, China is badly in need of carrying out body of wall material and reforms, and carrys out instead of clay brick with environmental protection, material that is 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 occupies a large amount of soil, and causes the serious waste of resource.Containing a large amount of sandstone aggregates in waste concrete block, can be mixed with regeneration concrete brick according to a certain percentage with level, the Manufacture and application of regeneration concrete brick has important economic worth and social effect for the reform of propelling materials for wall and resource regeneration.
Therefore, research economical rationality, the receptible antidetonation of the masses, energy-conservation, heat preservation technology measure, solve the problems such as rural house shock resistance is poor, heat-insulating property is bad, destruction agricultural land, have important economic worth and social effect.
Summary of the invention:
The object of the invention be to provide a kind of there is the advantages such as simple structure, cheap, easy construction, shock-proof heat insulation performance are good establish gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall structure for country building, effectively solve that country building shock resistance is poor, heat-insulating property is bad and the problem such as loam brick used destruction farmland.
The technical solution used in the present invention is as follows:
If gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall, it is characterized in that: comprise gingival cyst of mucous gland in the newborn constructional column 4, reinforced concrete circle beam 7, horizontal tension rib 10, body of wall and wall face thermal insulation mortar 9, zinc-coated wire mesh sheet 8, body of wall is built into by standard-sized regeneration concrete brick 1 by flat block, side block or laid on end and is surrounded cavity 5, be built in longitudinal cross wall, inner-outer wall junction the vertical hole being with horse tooth trough, vertical structure muscle 2 is set in vertical hole center and concreting formation gingival cyst of mucous gland in the newborn constructional column 4; Vertical structure muscle 2 anchoring lower ends is in grade beam 6, and upper end is anchored in reinforced concrete circle beam 7, and floor is cast-in-situ concrete, and roofing slab is cast-in-situ concrete or log cabin lid, if log cabin lid, vertical structure muscle 2 through roof system wooden frame, and connects with bolt; Horizontal tension rib 10 is arranged in body of wall brick laid on flat in mortar joint, horizontal tension rib with vertically construct muscle drawknot, and its length in body of wall is greater than 750mm; Wall face first smears one layer of heat preservation mortar, then zinc-coated wire mesh sheet 8 is hung on pre-buried steel nail 3, and is pressed into thermal insulation mortar top layer, then use thermal insulation mortar levelling, and thermal insulation mortar gross thickness is 20mm ~ 50mm.
Further, described zinc-coated wire mesh sheet 8 selects mesh to be not more than 15mm, and diameter is not less than 0.6mm and is not more than the zinc-coated wire mesh sheet of 1mm.
Further, described vertical structure muscle 2 for diameter be not less than 14 HRB335 level reinforcing bar.
Further, the vertical bore hole size of described band horse tooth trough is not less than 120mm × 120mm.
Further, described horizontal tension rib 10 is not less than 6mm for diameter, and is no less than the HPB235 level reinforcing bar of 2.
The described preparation method of establishing gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall, is characterized in that production order is as follows:
1) first puzzle strip foundation, then at basic top colligation grade beam reinforcing bar, arrange at grade beam and longitudinal cross wall and inner-outer wall junction and vertically construct muscle 2 and grade beam reinforcing bar is fixed, concreting, makes grade beam 6;
2) at grade beam 6 top, standard size regeneration concrete brick 1 is adopted to be built into body of wall by flat block, laid on end and side, brick laid on flat arranges in mortar joint horizontal tension rib 10, in the cavity of brick on edge at an upper portion thereof, horizontal tension rib 10 exposed portion is smeared and is not less than the thick mortar of 20mm, along the pre-buried steel nail 3 of wall face when building a wall, build out vertical hole in the inner-outer wall and longitudinal cross wall junction that are provided with vertical structure muscle 2, and build out horse tooth trough along wall height, flat block one deck regeneration concrete brick to floor height place;
3) masonry panel is to floor height place, assembling reinforcement concrete ring beam reinforcing steel bar skeleton, and vertical structure muscle 2 is anchored in reinforced concrete circle beam 7 cage of reinforcement, colligation roof system or superstructure reinforcing bar or lifting log cabin lid, build gingival cyst of mucous gland in the newborn constructional column 4 concrete, reinforced concrete circle beam 7 concrete and roof system or superstructure concrete, if log cabin lid, after having built gingival cyst of mucous gland in the newborn constructional column concrete, vertically will construct muscle through roof system wooden frame, connect with bolt;
4) one layer of heat preservation mortar first smeared by exterior wall, and rack plating zinc steel fabric sheet 8 on pre-buried steel nail 3 is also pressed into thermal insulation mortar top layer, then use thermal insulation mortar levelling, and thermal insulation mortar gross thickness is 20mm ~ 50mm.
The gingival cyst of mucous gland in the newborn constructional column arranged in body of wall, horizontal tension rib, reinforced concrete circle beam and the zinc-plated steel fabric sheet of wall face thermal insulation mortar compound enhance body of wall planar with out-of-plane connection, enhance the connection of body of wall and roof system, improve structural entity anti-seismic performance 10% ~ 20%; Thermal insulation mortar, compared with existing rural house, can improve heat-insulating property 35% ~ 50%; The application of regeneration concrete brick makes waste resource be recycled, and the laid on end of regeneration concrete brick, side build the use amount that mode decreases brick and mortar, save material 30% ~ 40%.
Accompanying drawing explanation
Fig. 1 is non-plastering exterior wall elevational schematic view of the present invention;
Fig. 2 is exterior wall sectional schematic diagram of the present invention;
Fig. 3 is that schematic diagram arranged by zinc-coated wire mesh sheet of the present invention and pre-buried steel nail;
Fig. 4 is regeneration concrete brick masonry way schematic diagram of the present invention;
1-regeneration concrete brick; 2-constructs muscle; The pre-buried steel nail of 3-; 4-gingival cyst of mucous gland in the newborn constructional column; 5-cavity;
6-grade beam; 7-reinforced concrete circle beam; 8-zinc-coated wire mesh sheet; 9-thermal insulation mortar; The horizontal tension rib of 10-.
Detailed description of the invention:
Below in conjunction with the drawings and specific embodiments, the present invention is described further:
As shown in Figure 1, Figure 2, Figure 3, Figure 4, of the present inventionly establish gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall structure, comprise the zinc-plated steel fabric sheet 8 of gingival cyst of mucous gland in the newborn constructional column 4, reinforced concrete circle beam 7, body of wall and wall face thermal insulation mortar 9 compound, it is characterized in that: body of wall is built into by standard-sized regeneration concrete brick 1 by flat block, side block or laid on end and is surrounded cavity 5, be built in longitudinal cross wall, inner-outer wall junction the vertical hole being with horse tooth trough, vertical structure muscle 2 is set in vertical hole center and concreting formation gingival cyst of mucous gland in the newborn constructional column 4; Vertical structure muscle 2 anchoring lower ends is in grade beam 6, and upper end is anchored in reinforced concrete circle beam 7, and floor is cast-in-situ concrete, roofing slab is cast-in-situ concrete or log cabin lid, if log cabin lid, construct muscle 2 in gingival cyst of mucous gland in the newborn constructional column 4 through roof system wooden frame, and connect with bolt; Horizontal tension rib 10 is arranged in body of wall brick laid on flat in mortar joint, horizontal tension rib 10 with vertically construct muscle 2 drawknot, the length of horizontal tension rib 10 in body of wall is not less than 750mm; Along the pre-buried steel nail 3 of exterior wall when building a wall, one layer of heat preservation mortar 9 smeared by exterior wall, and then tangle zinc-coated wire mesh sheet 8 with pre-buried steel nail 3 and be pressed into thermal insulation mortar top layer, then using thermal insulation mortar levelling, thermal insulation mortar 9 gross thickness is 20mm ~ 50mm; The zinc-plated steel fabric sheet 8 of gingival cyst of mucous gland in the newborn constructional column 4, reinforced concrete circle beam 7, body of wall and wall face thermal insulation mortar 9 compound forms energy-saving earthquake-resistant insulation construction.
Described thermal insulation mortar 9 is that cement is gelating material, admixing some property-modifying additives, making through being uniformly mixed, and thermal insulation mortar gross thickness is 20mm ~ 50mm with isolation-type heat insulating material and river sand for aggregate; Described zinc-coated wire mesh sheet 8 selects mesh to be not more than 15mm, diameter is not less than 0.6mm and is not more than the zinc-coated wire mesh sheet of 1mm, after first floor thermal insulation mortar smeared by exterior wall, tangle zinc-coated wire mesh sheet with pre-buried steel nail 3 and be pressed into thermal insulation mortar top layer, use thermal insulation mortar levelling again, thermal insulation mortar gross thickness is 20mm-50mm; Described regeneration concrete brick 1 is broken into coarse aggregate and fines by the discarded concrete in building waste, then adds the compacting such as cementitious material and form.Regeneration concrete brick 1 is of a size of 240 × 115 × 53mm; Vertical structure muscle 2 is not less than the HRB335 level reinforcing bar of 14 for diameter; Vertical hole is positioned at longitudinal cross wall, inner-outer wall junction, and its size is not less than 120mm × 120mm, vertically through and build out horse tooth trough along wall height, is with gingival cyst of mucous gland in the newborn constructional column 4 at pouring concrete in hole with vertically constructing to be formed together with muscle 2; The diameter of horizontal tension rib 10 is not less than 6mm, and is no less than 2, and it places in brick laid on flat on the wall in mortar joint, and in the cavity that upper side is laid bricks, horizontal tension rib 10 exposed portion is smeared and is not less than the thick mortar of 20mm, and the length in every face wall is not less than 750mm; Grade beam 6 is reinforced concrete foundation beam, is arranged at basic top, and its width is not less than wall thickness, is highly not less than 150mm, and vertical muscle is not less than 4 Φ 12; Stirrup diameter should not be less than Φ 8, and spacing is not more than 200mm.Its width of reinforced concrete circle beam 7 is not less than 160mm and is not more than 240mm, is highly not less than 150mm, and vertical muscle is not less than 4 Φ 10; Stirrup diameter should not be less than Φ 6, and spacing is not more than 300mm.
Above-mentioned concrete preparation method of establishing gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall structure, its production order is as follows:
1) first puzzle strip foundation, then at basic top colligation grade beam reinforcing bar, arrange at grade beam and longitudinal cross wall and inner-outer wall junction and vertically construct muscle 2 and grade beam reinforcing bar is fixed, concreting, makes grade beam 6;
2) at grade beam 6 top, standard size regeneration concrete brick 1 is adopted to be built by flat, laid on end and side are built into body of wall, brick laid on flat arranges in mortar joint horizontal tension rib 10, in the cavity of brick on edge at an upper portion thereof, horizontal tension rib 10 exposed portion smears 20mm mortar again, the length of horizontal tension rib in body of wall is not less than 750mm, along the pre-buried steel nail 3 of wall face when building a wall, the vertical hole being not less than 120mm × 120mm is built in the inner-outer wall and longitudinal cross wall junction that are provided with vertical structure muscle 2, and build out horse tooth trough along the high every alternating floor of wall, top layer is flat builds one deck regeneration concrete brick,
3) masonry panel is to floor height place, assembling reinforcement concrete ring beam reinforcing steel bar skeleton, and vertical structure muscle 2 is anchored in reinforced concrete circle beam 7 cage of reinforcement, colligation roof system or superstructure reinforcing bar or lifting log cabin lid, build gingival cyst of mucous gland in the newborn constructional column 4 concrete, reinforced concrete circle beam 7 concrete and roof system or superstructure concrete, if log cabin lid, after having built gingival cyst of mucous gland in the newborn constructional column concrete, vertically will construct muscle through roof system wooden frame, and connect with bolt;
4) after first floor thermal insulation mortar smeared by exterior wall, tangle zinc-coated wire mesh sheet 8 and be pressed into thermal insulation mortar top layer, then use thermal insulation mortar levelling with pre-buried steel nail 3, thermal insulation mortar 9 gross thickness is 20mm ~ 50mm.
Be more than an exemplary embodiments of the present invention, enforcement of the present invention is not limited thereto.

Claims (6)

1. establish gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall, it is characterized in that: comprise gingival cyst of mucous gland in the newborn constructional column (4), reinforced concrete circle beam (7), horizontal tension rib (10), body of wall and wall face thermal insulation mortar (9), zinc-coated wire mesh sheet (8), body of wall is built by flat by standard-sized regeneration concrete brick (1), side is built or laid on end is built into and surrounds cavity (5), at longitudinal cross wall, inner-outer wall junction is built into the vertical hole of band horse tooth trough, arrange in vertical hole center and vertically construct muscle (2) and concreting formation gingival cyst of mucous gland in the newborn constructional column (4), vertical structure muscle (2) anchoring lower ends is in grade beam (6), and upper end is anchored in reinforced concrete circle beam (7), and floor is cast-in-situ concrete, roofing slab is cast-in-situ concrete or log cabin lid, if log cabin lid, vertically construct muscle (2) through roof system wooden frame, and connect with bolt, horizontal tension rib (10) is arranged in body of wall brick laid on flat in mortar joint, horizontal tension rib (10) with vertically construct muscle (2) drawknot, and its length in body of wall is greater than 750mm, wall face first smears one layer of heat preservation mortar, then zinc-coated wire mesh sheet (8) is hung on pre-buried steel nail (3), and is pressed into thermal insulation mortar top layer, then use thermal insulation mortar levelling, and thermal insulation mortar gross thickness is 20mm ~ 50mm.
2. according to claim 1ly establish gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall, it is characterized in that: described zinc-coated wire mesh sheet (8) selects mesh to be not more than 15mm, diameter is not less than 0.6mm and is not more than the zinc-coated wire mesh sheet of 1mm.
3. according to claim 1ly establish gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall, it is characterized in that: described vertical structure muscle (2) is not less than the HRB335 level reinforcing bar of 14 for diameter.
4. according to claim 1ly establish gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall, it is characterized in that: the vertical bore hole size of described band horse tooth trough is not less than 120mm × 120mm.
5. according to claim 1ly establish gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall, it is characterized in that: described horizontal tension rib (10) is not less than 6mm for diameter, and is no less than the HPB235 level reinforcing bar of 2.
6. the preparation method of establishing gingival cyst of mucous gland in the newborn constructional column steel wire net thermal insulation mortar strengthening layer cavity wall according to claim arbitrary in claim 1-5, is characterized in that production order is as follows:
1) first puzzle strip foundation, then at basic top colligation grade beam reinforcing bar, arrange that vertically constructing muscle (2) fixes with grade beam reinforcing bar at grade beam and longitudinal cross wall and inner-outer wall junction, concreting, makes grade beam (6);
2) at grade beam (6) top, standard size regeneration concrete brick (1) is adopted to be built into body of wall by flat block, laid on end and side, brick laid on flat arranges in mortar joint horizontal tension rib (10), in the cavity of brick on edge at an upper portion thereof, horizontal tension rib (10) exposed portion is smeared and is not less than the thick mortar of 20mm, along the pre-buried steel nail of wall face (3) when building a wall, be provided with the inner-outer wall that vertically constructs muscle (2) and vertical hole is built out in longitudinal cross wall junction, and build out horse tooth trough along wall height, flat block one deck regeneration concrete brick to floor height place;
3) masonry panel is to floor height place, assembling reinforcement concrete ring beam reinforcing steel bar skeleton, and vertically construct muscle (2) and be anchored in reinforced concrete circle beam (7) cage of reinforcement, colligation roof system or superstructure reinforcing bar or lifting log cabin lid, build gingival cyst of mucous gland in the newborn constructional column (4) concrete, reinforced concrete circle beam (7) concrete and roof system or superstructure concrete, if log cabin lid, after having built gingival cyst of mucous gland in the newborn constructional column concrete, vertically will construct muscle through roof system wooden frame, connect with bolt;
4) one layer of heat preservation mortar first smeared by exterior wall, and rack plating zinc steel fabric sheet (8) on pre-buried steel nail (3) is also pressed into thermal insulation mortar top layer, then use thermal insulation mortar levelling, and thermal insulation mortar gross thickness is 20mm ~ 50mm.
CN201210546674.2A 2012-12-14 2012-12-14 Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof Expired - Fee Related CN103046665B (en)

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07189375A (en) * 1993-12-27 1995-07-28 Kanegafuchi Chem Ind Co Ltd Lath affixing structure wall body and its manufacture
CN1187561A (en) * 1998-01-09 1998-07-15 王典 Thermal insulation wall made of flyash and construction method thereof
WO2009128676A2 (en) * 2008-04-18 2009-10-22 Jung Moon Hyoung Mud plaster wall frame module, mud plaster wall frame and mud floor frame using the same, and mud plaster wall building method using the same
CN201391027Y (en) * 2009-02-17 2010-01-27 河南省绿韵建材有限公司 Insulation structure of building wall
CN101736832A (en) * 2009-12-18 2010-06-16 北京工业大学 Confined masonry structure and making method thereof
CN201722804U (en) * 2010-02-26 2011-01-26 乔春明 EPS (Expandable Polystyrene) concrete heat-insulation plate and building
CN202202445U (en) * 2011-07-27 2012-04-25 重庆秦恒建筑材料有限公司 Energy-saving and heat-insulation external wall body

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07189375A (en) * 1993-12-27 1995-07-28 Kanegafuchi Chem Ind Co Ltd Lath affixing structure wall body and its manufacture
CN1187561A (en) * 1998-01-09 1998-07-15 王典 Thermal insulation wall made of flyash and construction method thereof
WO2009128676A2 (en) * 2008-04-18 2009-10-22 Jung Moon Hyoung Mud plaster wall frame module, mud plaster wall frame and mud floor frame using the same, and mud plaster wall building method using the same
CN201391027Y (en) * 2009-02-17 2010-01-27 河南省绿韵建材有限公司 Insulation structure of building wall
CN101736832A (en) * 2009-12-18 2010-06-16 北京工业大学 Confined masonry structure and making method thereof
CN201722804U (en) * 2010-02-26 2011-01-26 乔春明 EPS (Expandable Polystyrene) concrete heat-insulation plate and building
CN202202445U (en) * 2011-07-27 2012-04-25 重庆秦恒建筑材料有限公司 Energy-saving and heat-insulation external wall body

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106760593A (en) * 2016-11-23 2017-05-31 西南科技大学 A kind of barnacle wall strengthens method
CN106760593B (en) * 2016-11-23 2019-01-29 西南科技大学 A kind of barnacle wall reinforcement method

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