CN103556759A - Insulating and bearing shearing wall with cross-shaped embedded columns at central parts and single row of reinforcing bars and method - Google Patents
Insulating and bearing shearing wall with cross-shaped embedded columns at central parts and single row of reinforcing bars and method Download PDFInfo
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Abstract
The invention discloses an insulating and bearing shearing wall with cross-shaped embedded columns at the central parts and single row of reinforcing bars, is an energy-saving wall body consisting of insulating building molds and concrete single-row reinforcing bars and belongs to the technical field of seismic resistance of the building structure. The insulating and bearing shearing wall comprises insulating building molds (1), the embedded columns (2), lattice (3) bar-mat reinforcements, wall-body vertically-distributed steel bars (4), wall-body horizontally-distributed steel bars (5), concrete (6) and a fiber anti-cracking mortar surface layer (7). The insulating and bearing shearing wall disclosed by the invention has the advantages that by effective connection of the embedded columns, the lattice bar-mat reinforcements, the wall-body vertically-distributed steel bars and the wall-body horizontally-distributed steel bars, the whole seismic resistance of the wall body is improved; the internal surface and the external surface of the wall body are respectively provided with the insulating building mold, and the insulating building molds adopt the splicing form of inserting seams, so that the insulating capability of a room is good; the wall body adopts the insulating building molds as mold plates, so that the labor and the materials of the mold plates are reduced and the construction period is shortened; and ribs of the insulating building molds form holes when the wall body is cast, the wall body adopts the shearing wall with the holes practically, and all the holes are energy-consuming units of the wall body, so that the ductility and the energy-consuming capability of the wall body are enhanced.
Description
Technical field
The present invention relates to a kind of middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall and practice for villages and small towns multistory building, is a kind of energy-saving wall being comprised of insulation block mould and concrete single-row reinforced wall, belongs to building structure aseismatic technical field.
Background technology
China is located in two and enlivens greatly earthquake zone, belongs to earthquake-prone region.6 degree～9 degree earthquake zonies, continent account for 80% of area according to statistics.From Tangshan Earthquake so far, 5.0 grades of above earthquakes of China mainland, the overwhelming majority occurs in vast rural area and rural area.Rustic home is conventionally according to house-owner's economic situation, build according to local traditional habit, and the brick of mainly take mixes as main.Be characterized in simple in structure, cheap, be easy to draw materials nearby, shock resistance is poor.When suffering equal earthquake intensity, farm building collapse degree and population Casualty Vulnerability Number are far above city, and disaster-stricken situation is serious.
Tradition multi-storey building Hollow Block Masonry Structure Anti-seismic ability is poor.Shear-wall of High-rise House is to the restriction of thickness of wall body and arrangement of reinforcement thereof structure, directly applies mechanically to have that cost is higher, body of wall is thicker in multilayer shear wall structure, is difficult to the problem of promoting.In multilayer shear wall structure, research and develop a kind of simplification arrangement of reinforcement, be easy to construction, with permanent insulation, build mould and replace conventional template, there is good anti-seismic performance, the integrated Housing Structure System of earthquake-proof energy-saving has become engineering to need badly.It is the insulation of standardized production to be built to the grafting of the mould fissure of displacement be combined into shear wall formwork that mould shear wall structure is built in insulation, and reinforcing bar after-pouring concrete is set in inside, goes into the concrete composite wall body of inside and outside insulation.Thereby reach masterplate and heat insulation integrated, building energy conservation and structure-integrated.
By the broken processing and manufacturing regeneration aggregate of discarded concrete, with regeneration aggregate, replace part or all of natural aggregate configuration regeneration concrete.Can solve the difficult treatment of urban waste, stack occupation of land problem arbitrarily, reduce the pollution to urban environment.Can solve again natural aggregate shortage of resources problem, the ecological environment in the protection aggregate place of production.Realize self circulating and utilize efficiently of concrete material, realized to greatest extent the utilization to natural resource.
Middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall, by placing special-shaped sleeper at body of wall delivery position, has increased body of wall lateral resistant ability, has improved the anti-seismic performance of body of wall, overcomes that frame construction is indoor goes out the stupefied drawback of post, and facade is beautiful and applicable.Have stronger than masonry residence structural seismic capacity, the integrated feature of earthquake-proof energy-saving.Therefore, research economical rationality, the receptible middle part of masses band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall, solve the problems such as villages and small towns multistoried building cost is high, globality is poor, shock resistance is poor, thermal and insulating performance is bad, there is important economic worth and social effect.
Summary of the invention
The object of the invention is to provide a kind of middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall for villages and small towns multistory building with advantages such as simple structure, cheap, easy construction, shock-proof heat insulation performance are good, effectively solves the problems such as villages and small towns multistory building cost is high, globality is poor, shock resistance is poor, heat-insulating property is bad.
The technical solution used in the present invention is as follows:
Middle part of the present invention band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall, is mainly combined by insulation block mould 1, sleeper 2, lattice type steel bar net 3, the vertical distribution reinforcement 4 of body of wall, body of wall horizontal distribution reinforcing bar 5, concrete 6, fibre crack-resistance mortar surface layer 7; It is characterized in that: longitudinal cross wall junction is provided with the special-shaped sleeper body of steel bar girder, and other positions are single-row reinforcement body of wall; The special-shaped sleeper body at middle part is cross sleeper body, and it comprises five sleeper 2 and four lattice type steel bar nets 3, and described sleeper 2 is positioned at the criss-cross end of sleeper body and the centre position that crosses, and lattice type steel bar net 3 is between middle sleeper and end sleeper; Sleeper 2 adopts four longitudinal reinforcements and rectangle hoop; Lattice type steel bar net 3 is that steel bar welding is connected to adjacent sleeper rectangle hoop side middle, forms lattice shape steel mesh reinforcement; Body of wall horizontal distribution reinforcing bar 5 is positioned over insulation and builds on the rib and sleeper 2 stirrups of mould 1; The vertical distribution reinforcement 4 of body of wall and the vertical placement of body of wall horizontal distribution reinforcing bar 5, be placed in insulation and build mould 1 cavity middle part formation single-row reinforcement net wall; Correct and adjust the vertical distribution reinforcement 4 of body of wall and sleeper 2 vertical muscle positions, fill concrete 6 in mould 1 cavity is built in insulation; Insulation is built the surfaces externally and internally of mould 1 and is all smeared fibre crack-resistance mortar surface layer 7.
Further, it is the heat preservation module that EPS heat insulating material or glass bead or polyphenyl plate are made that mould 1 is built in described insulation, two warming plates and connection rib, consists of, and each module meets the industrial construction modulus 1M=100mm that construction module 3M(3M refers to); EPS insulation is built mould and is referred to that expandable polystyrene bead is after foamable, by the demand of energy conservation standard, architectural construction, structural system and construction technology, polystyrol plastic foam plate material or the member with hole-closing structure, variety classes, different size, different face shapings that expandable polystyrene bead hot briquetting are made by special equipment and mould; Conventional wall thermal insulating is built mould has straight plate wall thermal insulating to build mould, right angle wall thermal insulating block mould, comprise large L shaped and little L shaped, T shape wall thermal insulating block mould, comprise large T shape and little T shape, cross wall thermal insulating block mould, comprise grand cross shape and crosslet and door and window mouth end socket module, size insulation is built mould and is differed modulus 300mm; Mould is built in insulation has a locator card at interval of 150mm, and locator card position is corresponding with the rib being crisscross arranged up and down; Rib upper surface has the Yi Zhi tri-semicircle reinforcing bar stopper slots in roads to be used for position level reinforcing bar; Insulation is built mould and is adopted rectangle grafting tongue and groove to carry out the grafting of the building block system fissure of displacement, and job site is without secondary operations, and surfaces externally and internally is uniformly distributed dovetail groove and concrete and thick plaster skin coat mechanical snap.
Further, the vertical distribution reinforcement 4 of described body of wall adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, vertical reinforcement diameter is 8mm or 10mm, spacing 300mm; When antidetonation earthquake intensity is not more than 8 while spending, vertical reinforcement diameter is 12mm or 14mm, spacing 300mm; Vertical distribution reinforcement is basis and the interior anchoring of upper floor deeply.
Further, described body of wall horizontal distribution reinforcing bar 5 adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, horizontal reinforcement diameter is 6mm or 8mm, spacing 300mm; When antidetonation earthquake intensity is not more than 8 while spending, horizontal reinforcement diameter is 12mm or 14mm, spacing 300mm.
Further, described sleeper 2 longitudinal reinforcements adopt HRB335 level or HRB400 grade reinforcing steel, and diameter is 12mm or 14mm; Stirrup diameter is 8mm or 10mm, stirrup spacing 150mm; Vertical distribution reinforcement is basis and the interior anchoring of upper floor deeply.
Further, described lattice type steel bar net 3 adopts HRB335 grade reinforcing steel, and bar diameter is 8mm or 10mm; Longitudinal pitch equals sleeper stirrup spacing 150mm.
Further, described concrete 6 is ordinary concrete or regeneration concrete; Regeneration concrete refers to the discarded broken classification of concrete block process, mixes in proportion with grating, partly or entirely replaces comprising the natural aggregate of sandstone, then adds cement, water to join the as placed concrete forming; Regeneration concrete can be full regeneration concrete or half regeneration concrete.
Described middle part, with the preparation method of the single-row reinforcement shear wall of cross sleeper band lattice truss, is characterized in that production order is as follows:
A inserts in sleeper 2 longitudinal reinforcements, the vertical distribution reinforcement 4 of body of wall in grade beam by size, builds grade beam concrete;
B copies measuring line by grade beam upper surface by house planar dimension, presses line by the position correction of embedded bar; Levelling grade beam upper surface, builds mould thickness of wall body by insulation and ejects double solid line, presses line 30mm * 40mm flitch interruption ground nail is formed to draw-in groove at the upper surface of grade beam;
C builds mould 1 by grand cross shape wall thermal insulating and is inserted in the vertical muscle of sleeper, the vertical distribution reinforcement of body of wall, inserts in the draw-in groove on grade beam or on flooring, more straight plate wall thermal insulating is installed and is built mould.Colligation sleeper 2 stirrups, insert insulation by body of wall horizontal distribution 5 reinforcing bars and build on mould rib and sleeper 2 stirrups, are connected with vertical reinforcement;
E is welded to lattice type steel bar on sleeper stirrup, forms lattice type steel bar net 3;
F by the rectify perpendicular of cavity module body of wall and supporting buttress, prevents its mould that rises with bearing diagonal; By wooden or metallic channel box protection for the tongue and groove on module top, and then build coagulation 6 soil to this module At The Height;
G in order c～f is just incubated and builds mould 1 fissure of displacement and peg graft and be incorporated into design floor height, and door and window hole place adopts the sealing of door and window mouth end socket module;
H insulation is built the surfaces externally and internally of mould 1 and is all smeared 20mm～30mm thick fiber anticracking grout layer 7.
This product middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall, adopts single-row reinforcement, saves amount of reinforcement, and constructability, is applicable to villages and small towns multistory building.Body of wall middle part is good by sleeper and lattice type steel bar net combination shear behavior, shares vertical load, improves the lateral resistant ability of body of wall, has effectively strengthened the anti-seismic performance of body of wall.Sleeper and shear wall uniform thickness, save building area, avoids occurring that the stupefied impact of post is attractive in appearance.By effective connection of sleeper, lattice type steel bar net, body of wall horizontal distribution reinforcing bar, the vertical distribution reinforcement of body of wall, improved the whole anti-seismic performance of body of wall.Body of wall surfaces externally and internally all has insulation to build mould, and insulation is built mould and adopted interpolation slit splicing form, and house insulation heat-insulating capability is good.Body of wall adopts insulation block mould to serve as template, reduces the artificial and material of template, and construction period limit is short.Insulation block mould rib is in when body of wall is built and forms hole, the actual employing band of body of wall hole shear wall, and each hole becomes the power consumption unit of body of wall, strengthens wall ductility and energy dissipation capacity.
Accompanying drawing explanation:
Fig. 1 is middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall bight sectional reinforcement figure;
Fig. 2 is that mould spliced map is built in the insulation of body of wall middle part;
Fig. 3 is sleeper constructional drawing;
Fig. 4 is the positive stereogram of middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall bight cage of reinforcement;
Fig. 5 is middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall corner splicing stereogram;
Fig. 6 is middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall splicing stereogram;
In figure:
Mould is built in 1-insulation; 2-sleeper; 3-lattice type steel bar net; The vertical distribution reinforcement of 4-body of wall;
5-body of wall horizontal distribution reinforcing bar; 6-concrete; 7-fibre crack-resistance mortar surface layer.
The specific embodiment:
Below in conjunction with the drawings and specific embodiments, for the present invention, be described further:
Middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall as shown in Figures 1 to 5, is mainly combined by insulation block mould 1, sleeper 2, lattice type steel bar net 3, the vertical distribution reinforcement 4 of body of wall, body of wall horizontal distribution reinforcing bar 5, concrete 6, fibre crack-resistance mortar surface layer 7; It is characterized in that: longitudinal cross wall junction is provided with the special-shaped sleeper body of steel bar girder, and other positions are single-row reinforcement body of wall; The special-shaped sleeper body at middle part is cross sleeper body, and it comprises five sleeper 2 and four lattice type steel bar nets 3, and described sleeper 2 is positioned at the criss-cross end of sleeper body and the centre position that crosses, and lattice type steel bar net 3 is between middle sleeper and end sleeper; Sleeper 2 adopts four longitudinal reinforcements and rectangle hoop; Lattice type steel bar net 3 is that steel bar welding is connected to adjacent sleeper rectangle hoop side middle, forms lattice shape steel mesh reinforcement; Body of wall horizontal distribution reinforcing bar 5 is positioned over insulation and builds on the rib and sleeper 2 stirrups of mould 1; The vertical distribution reinforcement 4 of body of wall and the vertical placement of body of wall horizontal distribution reinforcing bar 5, be placed in insulation and build mould 1 cavity middle part formation single-row reinforcement net wall; Correct and adjust the vertical distribution reinforcement 4 of body of wall and sleeper 2 vertical muscle positions, fill concrete 6 in mould 1 cavity is built in insulation; Insulation is built the surfaces externally and internally of mould 1 and is all smeared fibre crack-resistance mortar surface layer 7.
Further, it is the heat preservation module that EPS heat insulating material or glass bead or polyphenyl plate are made that mould 1 is built in described insulation, two warming plates and connection rib, consists of, and each module meets construction module 3M; EPS insulation is built mould and is referred to that expandable polystyrene bead is after foamable, by the demand of energy conservation standard, architectural construction, structural system and construction technology, polystyrol plastic foam plate material or the member with hole-closing structure, variety classes, different size, different face shapings that expandable polystyrene bead hot briquetting are made by special equipment and mould; Conventional wall thermal insulating is built mould has straight plate wall thermal insulating to build mould, right angle wall thermal insulating block mould, comprise large L shaped and little L shaped, T shape wall thermal insulating block mould, comprise large T shape and little T shape, cross wall thermal insulating block mould, comprise grand cross shape and crosslet and door and window mouth end socket module, size insulation is built mould and is differed modulus 300mm; Mould is built in insulation has a locator card at interval of 150mm, and locator card position is corresponding with the rib being crisscross arranged up and down; Rib upper surface has the Yi Zhi tri-semicircle reinforcing bar stopper slots in roads to be used for position level reinforcing bar; Insulation is built mould and is adopted rectangle grafting tongue and groove to carry out the grafting of the building block system fissure of displacement, and job site is without secondary operations, and surfaces externally and internally is uniformly distributed dovetail groove and concrete and thick plaster skin coat mechanical snap.
Further, the vertical distribution reinforcement 4 of described body of wall adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, vertical reinforcement diameter is 8mm or 10mm, spacing 300mm; When antidetonation earthquake intensity is not more than 8 while spending, vertical reinforcement diameter is 12mm or 14mm, spacing 300mm; Vertical distribution reinforcement is basis and the interior anchoring of upper floor deeply.
Further, described body of wall horizontal distribution reinforcing bar 5 adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, horizontal reinforcement diameter is 6mm or 8mm, spacing 300mm; When antidetonation earthquake intensity is not more than 8 while spending, horizontal reinforcement diameter is 12mm or 14mm, spacing 300mm.
Further, described sleeper 2 longitudinal reinforcements adopt HRB335 level or HRB400 grade reinforcing steel, and diameter is 12mm or 14mm; Stirrup diameter is 8mm or 10mm, stirrup spacing 150mm; Vertical distribution reinforcement is basis and the interior anchoring of upper floor deeply.
Further, described lattice type steel bar net 3 adopts HRB335 grade reinforcing steel, and bar diameter is 8mm or 10mm; Longitudinal pitch equals sleeper stirrup spacing 150mm.
Further, described concrete 6 is ordinary concrete or regeneration concrete; Regeneration concrete refers to the discarded broken classification of concrete block process, mixes in proportion with grating, partly or entirely replaces comprising the natural aggregate of sandstone, then adds cement, water to join the as placed concrete forming; Regeneration concrete can be full regeneration concrete or half regeneration concrete.
The preparation method of the single-row reinforcement shear wall of described middle part cross sleeper band lattice truss, its production order is as follows:
A inserts in sleeper 2 longitudinal reinforcements, the vertical distribution reinforcement 4 of body of wall in grade beam by size, builds grade beam concrete;
B copies measuring line by grade beam upper surface by house planar dimension, presses line by the position correction of embedded bar; Levelling grade beam upper surface, builds mould thickness of wall body by insulation and ejects double solid line, presses line 30mm * 40mm flitch interruption ground nail is formed to draw-in groove at the upper surface of grade beam;
C builds mould 1 by grand cross shape wall thermal insulating and is inserted in the vertical muscle of sleeper, the vertical distribution reinforcement of body of wall, inserts in the draw-in groove on grade beam or on flooring, more straight plate wall thermal insulating is installed and is built mould.Colligation sleeper 2 stirrups, insert insulation by body of wall horizontal distribution 5 reinforcing bars and build on mould rib and sleeper 2 stirrups, are connected with vertical reinforcement;
E is welded to lattice type steel bar on sleeper stirrup, forms lattice type steel bar net 3;
F by the rectify perpendicular of cavity module body of wall and supporting buttress, prevents its mould that rises with bearing diagonal; By wooden or metallic channel box protection for the tongue and groove on module top, and then build coagulation 6 soil to this module At The Height;
G in order c～f is just incubated and builds mould 1 fissure of displacement and peg graft and be incorporated into design floor height, and door and window hole place adopts the sealing of door and window mouth end socket module;
H insulation is built the surfaces externally and internally of mould 1 and is all smeared 20mm～30mm thick fiber anticracking grout layer 7.
Be more than an exemplary embodiments of the present invention, enforcement of the present invention is not limited to this.
Claims (8)
1. middle part band cross sleeper single-row reinforcement heat-preserving load-bearing shear wall, is mainly combined by insulation block mould (1), sleeper (2), lattice type steel bar net (3), the vertical distribution reinforcement of body of wall (4), body of wall horizontal distribution reinforcing bar (5), concrete (6), fibre crack-resistance mortar surface layer (7); It is characterized in that: longitudinal cross wall junction is provided with the special-shaped sleeper body of steel bar girder, and other position is single-row reinforcement body of wall; The special-shaped sleeper body at middle part is cross sleeper body, it comprises five sleeper (2) and four lattice type steel bar nets (3), described sleeper (2) is positioned at criss-cross end and the centre of sleeper body, and lattice type steel bar net (3) is between middle sleeper and end sleeper; Sleeper (2) adopts four longitudinal reinforcements and rectangle hoop; Lattice type steel bar net (3) is that steel bar welding is connected to adjacent sleeper rectangle hoop side middle, forms lattice shape steel mesh reinforcement; Body of wall horizontal distribution reinforcing bar (5) is positioned over insulation and builds on the rib and sleeper (2) stirrup of mould (1); The vertical distribution reinforcement of body of wall (4) and the vertical placement of body of wall horizontal distribution reinforcing bar (5), be placed in insulation and build mould (1) cavity middle part formation single-row reinforcement net wall; Correct and adjust the vertical distribution reinforcement of body of wall (4) and the vertical muscle of sleeper (2) position, fill concrete (6) in mould (1) cavity is built in insulation; Insulation is built the surfaces externally and internally of mould (1) and is all smeared fibre crack-resistance mortar surface layer (7).
2. cross sleeper single-row reinforcement heat-preserving load-bearing shear wall is with at middle part according to claim 1, it is characterized in that: it is the heat preservation module that EPS heat insulating material or glass bead or polyphenyl plate are made that mould (1) is built in insulation, two warming plates and connection rib, consist of, each module meets construction module 3M; EPS insulation is built mould and is referred to that expandable polystyrene bead is after foamable, by the demand of energy conservation standard, architectural construction, structural system and construction technology, polystyrol plastic foam plate material or the member with hole-closing structure, variety classes, different size, different face shapings that expandable polystyrene bead hot briquetting are made by special equipment and mould; Conventional wall thermal insulating is built mould has straight plate wall thermal insulating to build mould, right angle wall thermal insulating block mould, comprise large L shaped and little L shaped, T shape wall thermal insulating block mould, comprise large T shape and little T shape, cross wall thermal insulating block mould, comprise grand cross shape and crosslet and door and window mouth end socket module, size insulation is built mould and is differed modulus 300mm; Mould is built in insulation has a locator card at interval of 150mm, and locator card position is corresponding with the rib being crisscross arranged up and down; Rib upper surface has the Yi Zhi tri-semicircle reinforcing bar stopper slots in roads to be used for position level reinforcing bar; Insulation is built mould and is adopted rectangle grafting tongue and groove to carry out the grafting of the building block system fissure of displacement, and job site is without secondary operations, and surfaces externally and internally is uniformly distributed dovetail groove and concrete and thick plaster skin coat mechanical snap.
3. cross sleeper single-row reinforcement heat-preserving load-bearing shear wall is with at middle part according to claim 1, it is characterized in that: the vertical distribution reinforcement of body of wall (4) adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, vertical reinforcement diameter is 8mm or 10mm, spacing 300mm; When antidetonation earthquake intensity is not more than 8 while spending, vertical reinforcement diameter is 12mm or 14mm, spacing 300mm; Vertical distribution reinforcement is basis and the interior anchoring of upper floor deeply.
4. cross sleeper single-row reinforcement heat-preserving load-bearing shear wall is with at middle part according to claim 1, it is characterized in that: body of wall horizontal distribution reinforcing bar (5) adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, horizontal reinforcement diameter is 6mm or 8mm, spacing 300mm; When antidetonation earthquake intensity is not more than 8 while spending, horizontal reinforcement diameter is 12mm or 14mm, spacing 300mm.
5. cross sleeper single-row reinforcement heat-preserving load-bearing shear wall is with at middle part according to claim 1, it is characterized in that: sleeper (2) longitudinal reinforcement adopts HRB335 level or HRB400 grade reinforcing steel, and diameter is 12mm or 14mm; Stirrup diameter is 8mm or 10mm, stirrup spacing 150mm; Vertical distribution reinforcement is basis and the interior anchoring of upper floor deeply.
6. cross sleeper single-row reinforcement heat-preserving load-bearing shear wall is with at middle part according to claim 1, it is characterized in that: lattice type steel bar net (3) adopts HRB335 grade reinforcing steel, and bar diameter is 8mm or 10mm; Longitudinal pitch equals sleeper stirrup spacing 150mm.
7. cross sleeper single-row reinforcement heat-preserving load-bearing shear wall is with at middle part according to claim 1, it is characterized in that: concrete (6) is ordinary concrete or regeneration concrete; Regeneration concrete refers to the discarded broken classification of concrete block process, mixes in proportion with grating, partly or entirely replaces comprising the natural aggregate of sandstone, then adds cement, water to join the as placed concrete forming; Regeneration concrete can be full regeneration concrete or half regeneration concrete.
According to claim 1 to the preparation method of above-mentioned middle part described in the arbitrary claim of claim 7 with cross sleeper single-row reinforcement heat-preserving load-bearing shear wall, it is characterized in that: production order is as follows:
1) sleeper (2) longitudinal reinforcement, the vertical distribution reinforcement of body of wall (4) are inserted in grade beam by size, build grade beam concrete;
2) grade beam upper surface is copied to measuring line by house planar dimension, press line by the position correction of embedded bar; Levelling grade beam upper surface, builds mould thickness of wall body by insulation and ejects double solid line, presses line 30mm * 40mm flitch interruption ground nail is formed to draw-in groove at the upper surface of grade beam;
3) grand cross shape wall thermal insulating is built to mould (1) and be inserted in the vertical muscle of sleeper, the vertical distribution reinforcement of body of wall, insert in the draw-in groove on grade beam or on flooring, more straight plate wall thermal insulating is installed and is built mould.Colligation sleeper (2) stirrup, inserts insulation by body of wall horizontal distribution (5) reinforcing bar and builds on mould rib and sleeper (2) stirrup, is connected with vertical reinforcement;
4) lattice type steel bar is welded on sleeper stirrup, goes into lattice type steel bar net (3);
5) with bearing diagonal by the rectify perpendicular of cavity module body of wall and supporting buttress, prevent its mould that rises; By wooden or metallic channel box protection for the tongue and groove on module top, and then build coagulation (6) soil to this module At The Height;
6) in order 3)～5) just insulation is built mould (1) fissure of displacement and is pegged graft and be incorporated into design floor height, and door and window hole place adopts the sealing of door and window mouth end socket module;
7) surfaces externally and internally of insulation block mould (1) is all smeared 20mm～30mm thick fiber anticracking grout layer (7).
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|---|---|---|---|---|
| CN103835401A (en) * | 2014-03-21 | 2014-06-04 | 北京工业大学 | Foamed concrete bearing wall wrapped with wire mesh mortar boards and provided with cross-shaped frame and construction method |
| CN103883043A (en) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | Externally-coated steel wire gauze mortar plate foamed concrete cross-shaped energy-saving bearing wall and manufacturing method |
| CN107060156A (en) * | 2017-06-15 | 2017-08-18 | 武汉理工大学 | A kind of cast-in-situs gypsum exempts from form removal heat-preserving load-bearing wall and its construction method |
| CN112722198A (en) * | 2021-02-19 | 2021-04-30 | 中印恒盛(北京)贸易有限公司 | Novel external cabin structure of boats and ships cavity |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1215116A (en) * | 1997-10-17 | 1999-04-28 | 北京亿利达轻体房屋有限公司 | New technology for form-stripping free cast-in-situ thermal-insulated load-bearing wall |
| NZ513912A (en) * | 2001-09-03 | 2003-10-31 | David Lawrence Smith | Improvements in and relating to methods of wall construction |
| CN200975062Y (en) * | 2006-12-05 | 2007-11-14 | 西安建筑科技大学 | Section steel concrete special-shaped pillar with channel steel truss |
| CN103184774A (en) * | 2013-01-22 | 2013-07-03 | 北京工业大学 | Single-row reinforced concrete shear wall provided with cross diagonal bars and manufacturing method thereof |
| CN203129359U (en) * | 2013-01-22 | 2013-08-14 | 中国中建设计集团有限公司 | Single row reinforced concrete shear wall with cross inclined ribs |
-
2013
- 2013-11-06 CN CN201310544929.6A patent/CN103556759A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1215116A (en) * | 1997-10-17 | 1999-04-28 | 北京亿利达轻体房屋有限公司 | New technology for form-stripping free cast-in-situ thermal-insulated load-bearing wall |
| NZ513912A (en) * | 2001-09-03 | 2003-10-31 | David Lawrence Smith | Improvements in and relating to methods of wall construction |
| CN200975062Y (en) * | 2006-12-05 | 2007-11-14 | 西安建筑科技大学 | Section steel concrete special-shaped pillar with channel steel truss |
| CN103184774A (en) * | 2013-01-22 | 2013-07-03 | 北京工业大学 | Single-row reinforced concrete shear wall provided with cross diagonal bars and manufacturing method thereof |
| CN203129359U (en) * | 2013-01-22 | 2013-08-14 | 中国中建设计集团有限公司 | Single row reinforced concrete shear wall with cross inclined ribs |
Non-Patent Citations (5)
| Title |
|---|
| 曹万林 等: "双向单排配筋混凝土低矮剪力墙抗震性能试验研究", 《世界地震工程》, vol. 24, no. 4, 31 December 2008 (2008-12-31), pages 19 - 24 * |
| 曹万林 等: "钢筋混凝土带暗柱异形柱抗震性能试验及分析", 《建筑结构学报》 * |
| 曹万林 等: "钢筋混凝土带暗柱异性柱抗震性能试验及分析", 《建筑结构学报》, vol. 23, no. 1, 5 February 2002 (2002-02-05), pages 16 - 20 * |
| 林国海: "一种保温模块混凝土剪力墙抗震节能房屋工作性能研究", 《世界地震工程》 * |
| 段鹏飞 等: "玻化微珠保温墙模复合剪力墙体系研究", 《建筑节能》, no. 3, 31 March 2009 (2009-03-31), pages 50 - 51 * |
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| CN103883043A (en) * | 2014-03-21 | 2014-06-25 | 北京工业大学 | Externally-coated steel wire gauze mortar plate foamed concrete cross-shaped energy-saving bearing wall and manufacturing method |
| CN107060156A (en) * | 2017-06-15 | 2017-08-18 | 武汉理工大学 | A kind of cast-in-situs gypsum exempts from form removal heat-preserving load-bearing wall and its construction method |
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