CN103758248B - T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall and manufacture method - Google Patents
T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall and manufacture method Download PDFInfo
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- CN103758248B CN103758248B CN201410018331.8A CN201410018331A CN103758248B CN 103758248 B CN103758248 B CN 103758248B CN 201410018331 A CN201410018331 A CN 201410018331A CN 103758248 B CN103758248 B CN 103758248B
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Abstract
The present invention relates to a kind of T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall and manufacture method, belong to building aseismicity mitigation technical field；T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall of the present invention is applicable to villages and small towns tier building；Body of wall corner is combined by sleeper and steel tie, and shear behavior is good, improves the lateral resistant ability of body of wall, effectively enhances the anti-seismic performance of body of wall；Sleeper and body of wall uniform thickness, save construction area, it is to avoid occur that post is stupefied；By sleeper, steel tie, body of wall horizontal distribution reinforcing bar, effective connection of the vertical distribution bar of body of wall, improve body of wall entirety anti-seismic performance.
Description
Technical field
The present invention relates to a kind of T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall and
Manufacture method, belongs to building aseismicity mitigation technical field.
Background technology
China rural area is wide, populous, and majority is built in earthquake territory, farm building base
Originally being self-built, shock resistance is the weakest.On May 12nd, 2008 Wenchuan 8.0 grades especially bigly
Shake, cause 16 provinces (municipality directly under the Central Government, autonomous region) such as Sichuan, Gansu, Shaanxi, Chongqing, 417
Multiple counties (city, district), 4624 small towns, 46574 villages are the most disaster-stricken, disaster-stricken
Area about 440,000 km2, this secondary earthquake 69227 people is wrecked, and 374643 people are injured, and missing 17923
People, direct economic loss reaches 845,100,000,000 yuan, and main casualties concentrates on ground, villages and small towns
District, the immediate cause that causes casualties is house collapse.7.1 grades of earthquakes of cajaput, the number of casualties
Reaching about the 10% of disaster area population, the damage of low layer, tier building is serious.
China " 12 " period building energy conservation target: to " the 12 " end of term, building joint
1.16 hundred million tons of standard coal energy saving capability can be formed.Wherein Development of Green Building, strengthens newly-built building
Build energy conservation, form 45,000,000 tons of standard coal energy saving capability；In-depth supply hot water reform,
Carry out in an all-round way heat billing, advance northern heating area existing building heat metering and energy-conservation
Transformation, forms 27,000,000 tons of standard coal energy saving capability；Strengthen public building energy efficiency supervision
Build, promote reducing energy consumption and operational management, form 14,000,000 tons of standard coal energy saving capability,
Visible New Dwelling building energy conservation task is the heaviest.At the bottom of anticipated the year two thousand twenty, building construction face, the whole nation
Long-pending will reach 68,600,000,000 square metres, wherein low layer, tier building are 42,500,000,000 square metres, low multilamellar
Building energy conservation task is the most arduous.
Conventional multilayer house seismic capacity of masonry structure is poor.Shear-wall of High-rise House is to wall
The restriction of body thickness and reinforcement detailing thereof, directly apply mechanically in multilamellar shear wall structure and there is cost
Higher, body of wall is thicker, it is difficult to the problem of popularization.Based on this, the present invention proposes a kind of simplification
Arrangement of reinforcement, it is easy to construction, replaces conventional template with permanent heat preservation block, and cast-in-place foamed light mixes
The masonry wall that solidifying soil lowly reinforced rate single-row reinforcement body of wall replacement is traditional, earthquake-proof energy-saving integration,
It is suitable for the new structural system of low tier building.
Summary of the invention
It is an object of the invention to provide one have simple structure, cheap, easy construction,
The T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall of the advantages such as earthquake-proof energy-saving integration
Body and manufacture method, to effectively solve tradition low layer, tier building thermal and insulating performance poor,
The problems such as shock resistance is weak.
For achieving the above object, the technical solution used in the present invention is that a kind of T-shaped frame insulation is built
Mould single-row reinforcement lightweight concrete body of wall and manufacture method, T-shaped frame of the present invention insulation is built
Mould single-row reinforcement lightweight concrete body of wall, this body of wall includes T steel reinforced concrete frame columns, guarantor
Temperature builds mould, lightweight concrete body of wall, single framework of steel reinforcement；Wherein, single framework of steel reinforcement includes
Horizontal distribution reinforcing bar, vertical distribution bar, armored concrete sleeper, ladder lattice reinforcing bar；Groove,
Convex key is the occlusion structure of heat preservation block joining place, and dovetail groove is the surface texture of heat preservation block；
Surface layer mortar it is filled with in dovetail groove.
T-shaped shaped rc columns is divided into three-decker, i.e. T-shaped shaped rc columns
Outer layer, internal layer, intermediate layer；Wherein, lightweight concrete body of wall, single framework of steel reinforcement are placed in T
The intermediate layer of shape shaped rc columns, heat preservation block is placed in T-shaped shaped rc columns
Outer layer, internal layer.
Specifically, T-shaped shaped rc columns is placed in body of wall junction in length and breadth, in the middle of it
Layer is made up of 4 armored concrete sleeper, along direction, parallel ground between each armored concrete sleeper
By horizontal reinforcement drawknot, direction perpendicular to the ground is provided with vertical distribution bar, is vertically distributed
Reinforcing bar is by oblique ladder lattice reinforcing bar drawknot；Described 4 armored concrete sleeper lay respectively at vertical wall
The end of body, body of wall junction in length and breadth, the end of cross wall body and two, 4 armored concrete sleeper
Between by horizontal distribution reinforcing bar and oblique ladder lattice reinforcing bar drawknot, strengthen overall mechanical property；Institute
State horizontal distribution reinforcing bar and be placed in T-shaped shaped rc columns intermediate layer and armored concrete
Sleeper stirrup connects；The vertical distribution bar of body of wall is disposed vertically with body of wall horizontal distribution reinforcing bar, and
Pour lightweight concrete in T-shaped shaped rc columns intermediate layer and form lightweight concrete wall
Body.
Groove, convex key are set in the end of heat preservation block, when multi-form block module is built into body of wall,
Adjacent keyway is engaged, enhances the globality of this body of wall.
T steel reinforced concrete frame columns is load-bearing main body, and cast-in-place foaming lightweight concrete is single joins
Muscle body of wall is first anti-vibration defense lines energy-dissipating and shock-absorbing；T steel reinforced concrete frame columns is second
Defence line and lightweight cast-in-situ wall work in coordination with antidetonation shock attenuation；Dovetail groove inside and outside heat preservation block, by surface layer sand
Slurry flexibly connects with lightweight concrete body of wall in mould, and surface layer mortar has with Light Wall damage
Significantly energy-dissipating and shock-absorbing effect, the two damage process is close；Heat preservation block exempts to tear open, form insulation
Integration, surface layer mortar-heat preservation block-lightweight concrete body of wall constitutes the compound guarantor of higher performance
Temperature body of wall.
Described heat preservation block can be made up of granular polystyrene mortar, polyphenyl, Plant fiber's insulation material,
And in-line, T-shaped, T-shaped, cross, form can be processed into.
Described flat distribution bar can use HRB335 level or HRB400 level；When antidetonation earthquake intensity not
During more than 7 degree, body of wall horizontal distribution bar diameter is 6mm or 8mm, spacing 300mm；
When antidetonation earthquake intensity no more than 8 degree, body of wall horizontal distribution bar diameter is 12mm or 14mm,
Spacing 300mm.
The vertical distribution bar of described body of wall uses HRB335 level or HRB400 level；When antidetonation is strong
When degree is not more than 7 degree, a diameter of 8mm or 10mm of the vertical distribution bar of body of wall, spacing
300mm；When antidetonation earthquake intensity no more than 8 degree, a diameter of 12mm of the vertical distribution bar of body of wall
Or 14mm, spacing 300mm；Anchoring in vertical distribution bar deeply basis and upper floor.
Described armored concrete sleeper longitudinal reinforcement uses HRB335 level or HRB400 level steel
Muscle, a diameter of 12mm or 14mm；Stirrup diameter is 8mm or 10mm, stirrup spacing
150mm。
Described groove or convex key mapping, in the end of heat preservation block, are arranged along building mould direction, and group is built and protected
When temperature builds mould body of wall, groove is mutually twisted with convex key, enhances the globality of heat preservation block body of wall.
Described ladder lattice reinforcing bar is between adjacent reinforced concrete sleeper, angularly disposed along post height,
HRB335 level or HRB400 level can be used；When antidetonation earthquake intensity no more than 7 degree, a diameter of
8mm or 10mm, spacing 300mm；When antidetonation earthquake intensity no more than 8 degree, body of wall is vertical
A diameter of 12mm or 14mm of distribution bar, spacing 300mm.
Described dovetail groove is located at the surface at heat preservation block, and wherein, on the one hand dovetail groove enhances
Surface layer mortar and the connection of heat preservation block, make surface layer mortar difficult drop-off；On the other hand, dovetail
Groove enhances the connection of heat preservation block and interior lightweight concrete, it is ensured that heat-insulation layer is firmly bonded, and
And overcome the tradition polyphenyl heat-insulation layer caducous drawback of appearance.
Described surface layer mortar can use conventional cement mortar, anticracking grout, Plant fiber's mortar.
The anti-seismic structure of T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall, it makes
Method is as follows.
The framework of steel reinforcement of armored concrete sleeper, vertical distribution bar are inserted in base by size by S1
In plinth beam, pour foundation beam concrete.
Foundation beam upper surface is carried out copying measuring line, levelling foundation beam by house planar dimension by S2
Upper surface, ejects double solid line by heat preservation block thickness.
S3 by heat preservation block from the reinforcing bar frame end of vertical distribution bar and armored concrete sleeper
Under portion's set, building heat preservation block body of wall in foundation beam top group, adjacent heat preservation block end is by recessed
Groove and the occlusion of convex key.
S4 is building the top layout horizontal reinforcement of mould along the high every skin of wall, will in the end of longitudinal cross wall
Horizontal distribution reinforcing bar binding, in the stirrup side middle of adjacent reinforced concrete sleeper, makes reinforcing bar
Entirety is connected between concrete sleeper；In the middle of body of wall, horizontal distribution reinforcing bar and vertical distribution
Reinforcing bar binding, forms single framework of steel reinforcement.
S5 joins T-shaped place at longitudinal cross wall, pours normal concrete in the cavity of heat preservation block
Form the T steel reinforced concrete frame columns of band heat preservation block；The sky of mould is built at body of wall moderate soak
Intracavity cast-in-place light foamed concrete, forms the lightweight concrete body of wall of heat preservation block foaming.
Compared with prior art, the present invention has the advantages that.
T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall of the present invention is applicable to villages and small towns
Tier building；Body of wall corner is combined by sleeper and steel tie, and shear behavior is good, improves wall
The lateral resistant ability of body, effectively enhances the anti-seismic performance of body of wall；Sleeper and body of wall uniform thickness, save
Construction area, it is to avoid occur that post is stupefied；By sleeper, steel tie, body of wall horizontal distribution reinforcing bar,
Effective connection of the vertical distribution bar of body of wall, improves body of wall entirety anti-seismic performance 35%.
Accompanying drawing explanation
Fig. 1 is T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall profile.
Fig. 2 is heat preservation block organigram.
Fig. 3 is T steel reinforced concrete frame columns arrangement of reinforcement and organigram.
Fig. 4 is armored concrete sleeper arrangement of reinforcement schematic diagram.
Fig. 5 is T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall elevation.
In figure: 1, T steel reinforced concrete frame columns, 2, heat preservation block, 3, lightweight coagulation
Soil, 4, horizontal distribution reinforcing bar, 5, vertical distribution bar, 6, armored concrete sleeper, 7,
Groove, 8, convex key, 9, ladder lattice reinforcing bar, 11, surface layer mortar.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention will be further described.
As Figure 1-5, T-shaped frame heat preservation block single-row reinforcement lightweight coagulation of the present invention
Cob wall body, this body of wall includes that T steel reinforced concrete frame columns 1, heat preservation block 2, lightweight are mixed
Solidifying cob wall body 3, single framework of steel reinforcement；Wherein, single framework of steel reinforcement includes horizontal distribution reinforcing bar
4, vertical distribution bar 5, armored concrete sleeper 6, ladder lattice reinforcing bar 9；Groove 7, convex key
8 is the occlusion structure of heat preservation block 2 joining place, and dovetail groove is the surface texture of heat preservation block 2；
Surface layer mortar 11 it is filled with in dovetail groove.
T-shaped shaped rc columns 1 is divided into three-decker, i.e. T steel reinforced concrete abnormity
Post outer layer, internal layer, intermediate layer；Wherein, lightweight concrete body of wall 3, single reinforcing bar mount
In the intermediate layer of T-shaped shaped rc columns 1, heat preservation block 2 is placed in T steel muscle and mixes
Solidifying the soil outer layer of Special-Shaped Column 1, internal layer.
Specifically, T-shaped shaped rc columns 1 is placed in body of wall junction in length and breadth, wherein
Interbed is made up of four armored concrete sleeper 6, along abreast between each armored concrete sleeper 6
Horizontal reinforcement 4 drawknot is passed through in direction, face, and direction perpendicular to the ground is provided with vertical distribution bar 5,
Vertical distribution bar 5 is by oblique ladder lattice reinforcing bar 9 drawknot；Described four armored concrete sleeper
6 lay respectively at the end of vertical body of wall, body of wall junction in length and breadth, the end of cross wall body and two, four
By horizontal distribution reinforcing bar 4 and oblique ladder lattice reinforcing bar 9 drawknot between armored concrete sleeper 6,
Strengthen overall mechanical property；Described horizontal distribution reinforcing bar 4 is placed in T-shaped shaped rc columns
1 intermediate layer is also connected with armored concrete sleeper 6 stirrup；The vertical distribution bar of body of wall 5 and wall
Body horizontal distribution reinforcing bar 4 is disposed vertically, and waters in T-shaped shaped rc columns 1 intermediate layer
Build lightweight concrete and form lightweight concrete body of wall 3.
Arrange groove 7, convex key 8 in the end of heat preservation block 2, multi-form is built module and is built into
During body of wall 3, adjacent keyway is engaged, enhances the globality of this body of wall.
T steel reinforced concrete frame columns 1 is load-bearing main body, and cast-in-place foaming lightweight concrete is single
Reinforced wall is first anti-vibration defense lines energy-dissipating and shock-absorbing；T steel reinforced concrete frame columns 1 is
Two defence line, roads and lightweight cast-in-situ wall work in coordination with antidetonation shock attenuation；Dovetail groove inside and outside heat preservation block 2, will
Surface layer mortar 11 flexibly connects with lightweight concrete body of wall 3 in mould, surface layer mortar 11 and lightweight
Body of wall 3 damage has significant energy-dissipating and shock-absorbing effect, and the two damage process is close；Insulation is built
Mould 2 exempts to tear open, form insulation integration, surface layer mortar 11-heat preservation block 2-lightweight concrete wall
Body 3 constitutes the composite thermal-insulating wall of higher performance.
Described heat preservation block 2 can be by granular polystyrene mortar, polyphenyl, Plant fiber's insulation material group
Become, and in-line, T-shaped, T-shaped, cross, form can be processed into.
Described flat distribution bar 4 can use HRB335 level or HRB400 level；When antidetonation earthquake intensity
When being not more than 7 degree, body of wall horizontal distribution bar diameter is 6mm or 8mm, spacing 300mm；
When antidetonation earthquake intensity no more than 8 degree, body of wall horizontal distribution bar diameter is 12mm or 14mm,
Spacing 300mm.
The vertical distribution bar of described body of wall 5 uses HRB335 level or HRB400 level；Work as antidetonation
During earthquake intensity no more than 7 degree, a diameter of 8mm or 10mm of the vertical distribution bar of body of wall, spacing
300mm；When antidetonation earthquake intensity no more than 8 degree, a diameter of 12mm of the vertical distribution bar of body of wall
Or 14mm, spacing 300mm；Anchoring in vertical distribution bar deeply basis and upper floor.
Described armored concrete sleeper 6 longitudinal reinforcement uses HRB335 level or HRB400 level steel
Muscle, a diameter of 12mm or 14mm；Stirrup diameter is 8mm or 10mm, stirrup spacing
150mm。
Described groove 7 or convex key 8 are positioned at the end of heat preservation block 2, arrange along building mould direction,
When group builds heat preservation block body of wall, groove 7 is mutually twisted with convex key 8, enhances heat preservation block body of wall
Globality.
Described ladder lattice reinforcing bar 9, between adjacent reinforced concrete sleeper 6, sets along post height is oblique
Put, HRB335 level or HRB400 level can be used；When antidetonation earthquake intensity no more than 7 degree, directly
Footpath is 8mm or 10mm, spacing 300mm；When antidetonation earthquake intensity no more than 8 degree, body of wall
Vertical a diameter of 12mm or 14mm of distribution bar, spacing 300mm.
Described dovetail groove is located at the surface at heat preservation block 2, and wherein, on the one hand dovetail groove strengthens
Surface layer mortar 11 and the connection of heat preservation block 2, make surface layer mortar 11 difficult drop-off；Another
Aspect, dovetail groove enhances the connection of heat preservation block 2 and interior lightweight concrete 3, it is ensured that insulation
Layer is firmly bonded, and overcomes the tradition polyphenyl heat-insulation layer caducous drawback of appearance.
Described surface layer mortar 11 can use conventional cement mortar, anticracking grout, Plant fiber's sand
Slurry.
The anti-seismic structure of T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall, it makes
Method is as follows.
The framework of steel reinforcement of armored concrete sleeper 6, vertical distribution bar 5 are inserted by S1 by size
In foundation beam, pour foundation beam concrete.
Foundation beam upper surface is carried out copying measuring line, levelling foundation beam by house planar dimension by S2
Upper surface, ejects double solid line by heat preservation block 2 thickness.
S3 by heat preservation block 2 from vertical distribution bar 5 and the reinforcing bar of armored concrete sleeper 6
Under skeleton end sleeve, build heat preservation block body of wall, adjacent heat preservation block 2 end in foundation beam top group
Portion is engaged by groove 7 and convex key 8.
S4 is building the top layout horizontal reinforcement 4 of mould 2, in the end of longitudinal cross wall along the high every skin of wall
By horizontal distribution reinforcing bar 4 colligation in the stirrup side middle of adjacent reinforced concrete sleeper 6,
Make to connect into entirety between armored concrete sleeper 6；In the middle of body of wall, horizontal distribution reinforcing bar 4
With the colligation of vertical distribution bar 5, form single framework of steel reinforcement.
S5 joins T-shaped place at longitudinal cross wall, pours common coagulation in the cavity of heat preservation block 2
Soil forms the T steel reinforced concrete frame columns 1 of band heat preservation block；Mould is built at body of wall moderate soak
Cast-in-place light foamed concrete in the cavity of 2, forms the lightweight concrete wall of heat preservation block foaming
Body 3.
Being above an exemplary embodiments of the present invention, the enforcement of the present invention is not limited to this.
Claims (8)
- The anti-seismic structure making side of 1.T shape frame heat preservation block single-row reinforcement lightweight concrete body of wall Method, it is characterised in that:The framework of steel reinforcement of armored concrete sleeper (6), vertical distribution bar (5) are pressed size by S1 Insert in foundation beam, pour foundation beam concrete；Foundation beam upper surface is carried out copying measuring line, table on levelling foundation beam by house planar dimension by S2 Face, ejects double solid line by heat preservation block (2) thickness；S3 by heat preservation block (2) from vertical distribution bar (5) and armored concrete sleeper (6) Under framework of steel reinforcement end sleeve, build heat preservation block body of wall, adjacent heat preservation block (2) in foundation beam top group End is engaged by groove (7) and convex key (8)；S4 is in top layout horizontal distribution reinforcing bar (4) along the high every skin heat preservation block (2) of wall, vertical The end of cross wall by horizontal distribution reinforcing bar (4) colligation in the hoop of adjacent reinforced concrete sleeper (6) Muscle side middle, makes to connect into entirety between armored concrete sleeper (6)；In the middle of body of wall, Horizontal distribution reinforcing bar (4) and vertical distribution bar (5) colligation, form single framework of steel reinforcement；S5 joins T-shaped place at longitudinal cross wall, pours common coagulation in the cavity of heat preservation block (2) Soil forms T steel reinforced concrete frame columns (1) of band heat preservation block；Mould is built at body of wall moderate soak (2) cast-in-place light foamed concrete in cavity, forms the lightweight concrete wall of heat preservation block foaming Body (3)；Described heat preservation block (2) is made up of granular polystyrene mortar, polyphenyl, Plant fiber's insulation material, And in-line, T-shaped, cross, form can be processed into.
- T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall the most according to claim 1 The anti-seismic structure manufacture method of body, it is characterised in that: this body of wall includes T-shaped reinforced concrete frame Post (1), heat preservation block (2), lightweight concrete body of wall (3), single framework of steel reinforcement；Wherein, single Placing of reinforcement skeleton includes that horizontal distribution reinforcing bar (4), vertical distribution bar (5), armored concrete are dark Post (6), ladder lattice reinforcing bar (9)；Groove (7), convex key (8) are heat preservation block (2) joining place Occlusion structure, dovetail groove is the surface texture of heat preservation block (2)；Surface layer it is filled with in dovetail groove Mortar (11)；T steel reinforced concrete frame columns (1) is divided into three-decker, i.e. T-shaped reinforced concrete frame Post outer layer, internal layer, intermediate layer；Wherein, lightweight concrete body of wall (3), single reinforcing bar mount In the intermediate layer of T steel reinforced concrete frame columns (1), heat preservation block (2) is placed in T steel muscle The outer layer of concrete frame column (1), internal layer；Specifically, T steel reinforced concrete frame columns (1) is placed in body of wall junction in length and breadth, wherein Interbed is made up of 4 armored concrete sleeper (6), along flat between each armored concrete sleeper (6) Horizontal distribution reinforcing bar (4) drawknot is passed through in direction, row ground, is provided with vertical point along direction perpendicular to the ground Cloth reinforcing bar (5), vertical distribution bar (5) is by oblique ladder lattice reinforcing bar (9) drawknot；Described 4 Individual armored concrete sleeper (6) lays respectively at the end of vertical body of wall, the end of cross wall body and two in length and breadth Body of wall junction, by horizontal distribution reinforcing bar (4) and oblique between 4 armored concrete sleeper (6) To ladder lattice reinforcing bar (9) drawknot, strengthen overall mechanical property；Described horizontal distribution reinforcing bar (4) is put Connect in T steel reinforced concrete frame columns (1) intermediate layer and with armored concrete sleeper (6) stirrup Connect；The vertical distribution bar of body of wall (5) is disposed vertically with the horizontal distribution reinforcing bar (4) of body of wall, and Pour lightweight concrete in T steel reinforced concrete frame columns (1) intermediate layer and form lightweight concrete wall Body (3)；Arrange groove (7), convex key (8) in the end of heat preservation block (2), multi-form is built When module is built into lightweight concrete body of wall (3), adjacent keyway is engaged.
- T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall the most according to claim 1 The anti-seismic structure manufacture method of body, it is characterised in that: described horizontal distribution reinforcing bar (4) uses HRB335 Level or HRB400 level；When antidetonation earthquake intensity no more than 7 degree, body of wall horizontal distribution bar diameter is 6mm or 8mm, spacing 300mm.
- T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall the most according to claim 1 The anti-seismic structure manufacture method of body, it is characterised in that: the vertical distribution bar of described body of wall (5) uses HRB335 level or HRB400 level；When antidetonation earthquake intensity no more than 7 degree, body of wall is vertically distributed steel A diameter of 8mm or 10mm of muscle, spacing 300mm；Vertical distribution bar deeply basis and building, top Anchoring in layer.
- T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall the most according to claim 1 The anti-seismic structure manufacture method of body, it is characterised in that: the longitudinal steel of described armored concrete sleeper (6) Muscle uses HRB335 level or HRB400 level reinforcing bar, a diameter of 12mm or 14mm；Stirrup is straight Footpath is 8mm or 10mm, stirrup spacing 150mm.
- T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall the most according to claim 1 The anti-seismic structure manufacture method of body, it is characterised in that: described groove (7) or convex key (8) are positioned at The end of heat preservation block (2), is arranged along building mould direction, groove (7) when group builds heat preservation block body of wall It is mutually twisted with convex key (8).
- T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall the most according to claim 1 The anti-seismic structure manufacture method of body, it is characterised in that: ladder lattice reinforcing bar (9) is positioned at adjacent reinforced concrete Between soil sleeper (6), angularly disposed along post height, use HRB335 level or HRB400 level；When During antidetonation earthquake intensity no more than 7 degree, a diameter of 8mm or 10mm, spacing 300mm.
- T-frame insulation masonry single-row-reinforcelightweight lightweight concrete wall the most according to claim 1 The anti-seismic structure manufacture method of body, it is characterised in that: surface layer mortar (11) uses light water silt particle Slurry, anticracking grout, Plant fiber's mortar.
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| CN104631658B (en) * | 2014-09-19 | 2017-05-31 | 昆明理工大学 | The construction method and sun-dried mud brick of a kind of adobe wall suitable for highly seismic region of providing fortification against earthquakes |
| CN104674989B (en) * | 2015-03-02 | 2018-02-09 | 北京工业大学 | The gently light wall assembled compound shear wall of steel occlusal pattern complex heat-preservation and the practice |
| CN107859403B (en) * | 2017-10-31 | 2024-01-19 | 惠州市宏硕达绿色建筑科技有限公司 | Assembled building structure |
| GB2577153B (en) * | 2018-06-04 | 2022-09-21 | Pbp Fast Track Building Tech Sarl | Improvements in or relating to building structures |
| CN113250461B (en) * | 2021-06-22 | 2022-06-14 | 四川农业大学 | Construction method for improving seismic resistance of wall with Tibetan Qiang stone wood structure |
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| CN103758248A (en) | 2014-04-30 |
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