CN204571004U - A kind of assembly type heat-preservation shear wall element of construction and structural system - Google Patents
A kind of assembly type heat-preservation shear wall element of construction and structural system Download PDFInfo
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- CN204571004U CN204571004U CN201520054123.3U CN201520054123U CN204571004U CN 204571004 U CN204571004 U CN 204571004U CN 201520054123 U CN201520054123 U CN 201520054123U CN 204571004 U CN204571004 U CN 204571004U
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Abstract
A kind of assembly type heat-preservation shear wall element of construction of the utility model and structural system, comprise an interior wall and the exterior wall with heat insulation function; Described exterior wall comprises multiple outer wall template unit be docking together, each outer wall template unit comprises two pieces of symmetrically arranged mainboards and a pull bar linked together by two pieces of mainboards, and mainboard is positioned at the inner side of body of wall, a mainboard is positioned at wall outer side, and the mainboard being positioned at wall outer side is provided with heat insulating material; Described interior wall comprises multiple inside wall formwork unit be docking together, and each inside wall formwork unit comprises two pieces of symmetrically arranged mainboards and a pull bar linked together by two pieces of mainboards; Assembled template unit carries out prefabricated in processing factory according to designing requirement, ensures the quality of products, and synchronously carries out with site operation, transport, stacks convenient, and on-the-spot concatenation construction is simple, does not need mortar bonding, and workman's professional technique requires low.
Description
Technical field
The utility model discloses a kind of assembly type heat-preservation shear wall element of construction and structural system.
Background technology
Enter 21 century, housing industry and technology turn to developing goal with housing industry, and emphasis turns to by the exploration of traditional construction mode to industrialized production.
But at present construction assembled template unit horizontal used and vertically all can not form through hole, cannot build concrete, form the frame type shear wall that many girder pillars are crossing; Modular unit is each other by mortar bonding, and antiseepage leakage prevention is poor, and modular unit can not form mechanical correlation each other, weakens degree comparatively large, poor seismic behavior to shear wall rigidity; Slurry is smeared at scene needs workman to have skilled professional technique, and later stage shaping shear wall structure rough surface, is unfavorable for that the later stage fits up; Tradition assembled template unit exterior wall shear wall needs separately to make insulation layer, easily causes shear wall's thickness larger; Present stage, at building field, country is honest tries hard to recommend the facade lighting that row is energy-conservation, material-saving, profit are useless.Therefore, the sharp useless and industrialization mode of convenient, the saving metal material and energy of quick construction has become the direction of novel shear wall development.
Utility model content
For the technical problem that existing building field exists, the utility model is intended to propose a kind of assembly type heat-preservation shear wall structural system and construction technology.
The utility model proposes a kind of assembly type heat-preservation shear wall structural system and construction technology, its technical scheme is as follows:
A kind of assembly type heat-preservation shear wall element of construction, comprises an interior wall and the exterior wall with heat insulation function;
Described exterior wall comprises multiple outer wall template unit be docking together, each outer wall template unit comprises two pieces of symmetrically arranged mainboards and a pull bar linked together by two pieces of mainboards, and mainboard is positioned at the inner side of body of wall, a mainboard is positioned at wall outer side, and the mainboard being positioned at wall outer side is provided with heat insulating material;
Described interior wall comprises multiple inside wall formwork unit be docking together, and each inside wall formwork unit comprises two pieces of symmetrically arranged mainboards and a pull bar linked together by two pieces of mainboards;
Be positioned at mainboard inside body of wall in described outer wall template unit two pieces of mainboards thinner than the mainboard being positioned at wall outer side, inside body of wall, mainboard thickness is 30mm ~ 100mm, and outside mainboard thickness is 100mm ~ 200mm.
In described outer wall template unit, the mainboard being positioned at wall outer side vertically has through hole at plate, fill insulant material in through hole.
Two mainboards of described outer wall template unit, shape is different, and planar dimension is identical; Two pieces of shaped tiles of described inside wall formwork unit are identical, and planar dimension is also identical.
Described pull bar preferred cross-sections is the cuboid of rectangle, is laterally placed in the middle of two pieces of mainboards, is rigidly connected with two pieces of mainboards; The outer wall template that level is adjacent passes through the concavo-convex rabbeted butt joint of the mainboard left and right sides, and vertically adjacent outer wall template unit passes through
The concavo-convex rabbeted butt joint of the upper and lower both sides of mainboard, concavo-convex tongue and groove size matches; Horizontal adjacent forms unit docks between latter two pull bar and forms vertical through holes, and vertical adjacent forms unit to dock between latter two pull bar formation level to through hole, and mainboard inner vertical hole in outside is vertically communicated with.
The inside wall formwork that level is adjacent passes through the concavo-convex rabbeted butt joint of the mainboard left and right sides, and vertically adjacent inside wall formwork connection is passed through
The concavo-convex rabbeted butt joint of the upper and lower both sides of mainboard, concavo-convex tongue and groove size matches; Horizontal adjacent forms unit docks between latter two pull bar and forms vertical through holes, and vertical adjacent forms unit to dock between latter two pull bar formation level to through hole, and mainboard inner vertical hole in outside is vertically communicated with.
Yi word pattern exterior wall assembly type shear wall structure system, the concavo-convex docking of outer wall template unit described in utilization forms.
Yi word pattern interior wall assembly type shear wall structure system, the concavo-convex docking of inside wall formwork unit described in utilization forms.
A kind of T-shaped assembly type shear wall structure system, utilizes T-shaped node template unit and described outer wall template unit, the docking of interior wall wall form unit to form.
Described T-shaped node template unit comprises three pieces of mainboards and two pull bars be connected by three pieces of mainboards; One of them mainboard is identical with shaped tiles outside outer wall template unit, other two pieces of shaped tiles are fold-line-shaped, identical with outer wall template unit inside mainboard, three pieces of mainboards are vertically placed and are formed T-shaped inner space, two pieces of fold-line-shaped mainboard minor faces are parallel with outside mainboard, direction and shear wall vertical consistency, long limit is vertical with outside mainboard; A pull bar one end is rigidly attached to outside mainboard central authorities, and the other end is rigidly attached in the middle of another pull bar; Another pull bar two ends are rigidly attached to two pieces of fold-line-shaped mainboard central authorities respectively; T-shaped node template unit both sides and upper and lower concavo-convex tongue and groove form match with outer wall template unit and inside wall formwork unit respectively.
A kind of corner type assembly type shear wall structure system, utilizes angle node modular unit and described outer wall template unit, the docking of interior wall wall form unit to form.Described angle node modular unit comprises two pieces of mainboards and two pull bars; Outside angle node modular unit, shaped tiles is the fold-line-shaped that both wings length is equal, and inner side shaped tiles is the fold-line-shaped that both wings length is equal; Outside fold-line-shaped mainboard is identical with mainboard outside outer wall template unit, and inner vertical through holes is fold-line-shaped, and inner side fold-line-shaped mainboard feature is identical with outer wall template unit inside mainboard; Both outside mainboard and inner side mainboard are vertically placed, and form fold-line-shaped vertical direction spatial; A pull bar one end is rigidly attached in the middle of the mainboard of outside, and the other end is rigidly attached in the middle of the mainboard of corresponding inner side; Another pull bar one end is rigidly attached in the middle of the other wing of outside mainboard, and the other end is rigidly attached in the middle of another wing of mainboard of corresponding inner side; Angle node modular unit both sides and upper and lower concavo-convex tongue and groove form match with outer wall template unit respectively.
Described outer wall template unit, inside wall formwork unit, T-shaped node template unit, the concavo-convex tongue and groove form of angle node modular unit level connection joint can be rectangle, triangle, zigzag etc.
It can be rectangle, triangle, zigzag etc. that described outer wall template unit, inside wall formwork unit, T-shaped node template unit, angle node modular unit vertically connect concavo-convex tongue and groove form.
Described outer wall template unit, inside wall formwork unit, T-shaped node template unit, pull bar cross section, angle node modular unit inner space can be rectangle, circle, polygon etc., can also be variable cross-section.
Described outer wall template unit, inside wall formwork unit, T-shaped node template unit, angle node modular unit making material are concrete, the composite material that can also be mixed for cement, fiber, flyash, industrial slag etc.; When making material is concrete, steel mesh reinforcement is placed in mainboard inside, and pull bar longitudinally places reinforcing bar, and in pull bar, reinforcing bar is connected with steel mesh reinforcement at rigid connecting contact, makes pull bar be enough to bear the lateral pressure of inner concrete.
The vertical direction spatial that described outer wall template unit, inside wall formwork unit, T-shaped node template unit, angle node modular unit adjacent level are formed to pull bar arranges shear wall vertical reinforcement, and the horizontal space that adjacent vertical pull bar is formed arranges shear wall transverse reinforcement.
Fill insulant material in the inner vertical through holes of mainboard outside described outer wall template unit, T-shaped node template unit, angle node modular unit structure.
The utility model also proposes the construction technology of assembly type heat-preservation shear wall structural system, and its construction sequence is as follows:
Step one: unwrapping wire is located, and smooth location, determines shear wall absolute altitude and position.Lay first floor modular unit, by the concavo-convex tongue and groove assembling in modular unit both sides, ensure that modular unit top is spill tongue and groove, bottom is convex tongue and groove simultaneously.
Step 2: the level formed at first floor modular unit intermediate draw bar and ground wears shear wall transverse reinforcement in space.
Step 3: lay second layer modular unit on first floor modular unit top, ensure that second layer modular unit bottom is convex tongue and groove, top is spill tongue and groove, and first floor modular unit and second layer modular unit vertically align, ensure that pull bar is at vertical same plane, adjacent pull bar forms through hole.
Step 4: the level formed at second layer modular unit pull bar and first floor modular unit pull bar wears transverse reinforcement in through hole.
Step 5: repeat (one) to (four), lay which floor modular unit of top and interspersed transverse reinforcement; The every one deck of T-shaped shear wall structure system first lays T-shaped node template unit, and the every one deck of corner type shear wall structure system first lays angle node modular unit; Each layer modular unit consistency from top to bottom, upper mould unit tongue and groove form matches to dock with lower die Slab element tongue and groove form and assembles.
Step 6: when shear wall height reaches precalculated position, lay shear wall vertical reinforcement, build concrete from the top down by the vertical through holes formed between pull bar, fills closely knit, mainboard interior bone fill insulant material outside each layer between guarantee interior bone.
Step 7: colligation collar tie beam and floor bar, builds concrete, when concrete strength reaches requirement, repeats step () to (six), construct all the other floors and top layer.
The utility model is created compared with prior art, the advantage had and good effect;
1) simplify the construction operation of tradition mortar bonding modular unit relative complex, improve operating efficiency.
2) spliced by concavo-convex tongue and groove between assembled template unit, level and vertical through holes can build concrete, the whole space of concrete filling, antiseepage good leak-proof effect.
3) assembled template unit carries out prefabricated in processing factory according to designing requirement, ensures the quality of products, and synchronously carries out with site operation, transport, stacks convenient, and on-the-spot concatenation construction is simple, does not need mortar bonding, and workman's professional technique requires low.
4) assembly type Material selec-tion green energy conservation, manufactured size standardization, precision, model is unification comparatively, is beneficial to industrialization mode and promotes.
Accompanying drawing explanation
Fig. 1 a and 1b is the outer wall template unit three-dimensional schematic diagram of the utility model embodiment;
Fig. 1 c is the outer wall template unit floor map of the present embodiment;
Fig. 2 a and 2b is the inside wall formwork unit three-dimensional schematic diagram of the present embodiment;
Fig. 2 c is the inside wall formwork unit floor map of the present embodiment;
Fig. 3 is the yi word pattern assembly type insulated outer wall structure schematic diagram of the present embodiment;
Fig. 4 is the yi word pattern assembly type interior wall structure schematic diagram of the present embodiment;
Fig. 5 a and 5b is the T-shaped node template unit three-dimensional schematic diagram of the present embodiment;
Fig. 5 c is the T-shaped node template unit floor map of the present embodiment.
Fig. 6 is the T-shaped assembly type shear wall structure schematic diagram of the present embodiment;
Fig. 7 a is the corner type node template unit three-dimensional schematic diagram of the present embodiment;
Fig. 7 b is the corner type node template unit floor map of the present embodiment;
Fig. 8 is the corner type assembly type shear wall structure schematic diagram of the present embodiment;
Mainboard outside 1a1-outer wall template unit in figure; 1a2-outer wall template unit pull bar; 1a3-outer wall template unit mainboard through hole; 1a4-spill tongue and groove; 1a5-convex tongue and groove; 2b1-inside wall formwork unit mainboard; 2b2-inside wall formwork unit pull bar; 31-outer wall template unit; 32-shear wall transverse reinforcement; 33-shear wall vertical reinforcement; 41-inside wall formwork unit; 5c1-pull bar A; 5c2-pull bar B; 7b1-pull bar C; 7b2-pull bar D.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in detail:
Be divided into exterior wall and interior wall two kinds of structural systems, external wall structure system has heat insulation function.Exterior wall assembly type shear wall structure system is assembled by outer wall template unit and is formed, and outer wall template unit comprises two pieces of mainboards and pull bar two parts; Two pieces of shaped tiles differences, planar dimension is identical, and inside body of wall, mainboard thickness is 30mm ~ 100mm, outside mainboard thickness is 100mm ~ 200mm, and plate vertically has through hole, fill insulant material, pull bar preferred cross-sections is the cuboid of rectangle, is laterally placed in the middle of two pieces of mainboards, is rigidly connected; Level adjacent outer wall template unit is by the concavo-convex rabbeted butt joint of the mainboard left and right sides, and vertical adjacent forms unit is by the concavo-convex rabbeted butt joint of the upper and lower both sides of mainboard, and concavo-convex tongue and groove size matches; Horizontal adjacent forms unit docks between latter two pull bar and forms vertical through holes, and vertical adjacent forms unit to dock between latter two pull bar formation level to through hole, and mainboard inner vertical hole in outside is vertically communicated with.Interior wall assembly type shear wall structure system is assembled by inside wall formwork unit and is formed, and inside wall formwork unit comprises two pieces of mainboards and pull bar two parts equally; Two pieces of shaped tiles are identical, and planar dimension is also identical, and outside mainboard thickness is 30mm ~ 100mm in body of wall, all the other forms and exterior wall assembly type shear wall structure system similar.
Yi word pattern exterior wall assembly type shear wall structure system is assembled by outer wall template unit and is formed, and outer wall template unit comprises two pieces of mainboards and pull bar two parts; Two pieces of shaped tiles differences, planar dimension is identical, and inside body of wall, mainboard thickness is 30mm ~ 100mm, outside mainboard thickness is 100mm ~ 200mm, and plate vertically has through hole, fill insulant material, pull bar preferred cross-sections is the cuboid of rectangle, is laterally placed in the middle of two pieces of mainboards, is rigidly connected; Level adjacent outer wall template unit is by the concavo-convex rabbeted butt joint of the mainboard left and right sides, and vertical adjacent forms unit is by the concavo-convex rabbeted butt joint of the upper and lower both sides of mainboard, and concavo-convex tongue and groove size matches; Horizontal adjacent forms unit docks between latter two pull bar and forms vertical through holes, and vertical adjacent forms unit to dock between latter two pull bar formation level to through hole, and mainboard inner vertical hole in outside is vertically communicated with.
Yi word pattern interior wall assembly type shear wall structure system is assembled by inside wall formwork unit and is formed, and inside wall formwork unit comprises two pieces of mainboards and pull bar two parts; Two pieces of shaped tiles are identical, and planar dimension is identical, and in body of wall, outside mainboard thickness is 30mm ~ 100mm, vertical symmetrical placement, and pull bar preferred cross-sections is the cuboid of rectangle, is laterally placed in the middle of two pieces of mainboards, is rigidly connected; Level adjacent outer wall template unit is by the concavo-convex rabbeted butt joint of the mainboard left and right sides, and vertical adjacent forms unit is by the concavo-convex rabbeted butt joint of the upper and lower both sides of mainboard, and concavo-convex tongue and groove size matches; Horizontal adjacent forms unit docks between latter two pull bar and forms vertical through holes, and vertical adjacent forms unit to dock between latter two pull bar formation level to through hole.
T-shaped assembly type shear wall structure system is assembled formed by outer wall template unit, inside wall formwork unit, T-shaped node template unit three kinds of modular unit.T-shaped node template unit comprises three pieces of mainboards and two pull bars; A mainboard is identical with shaped tiles outside outer wall template unit, feature is identical, other two pieces of shaped tiles are fold-line-shaped, feature is identical with outer wall template unit inside mainboard, three pieces of mainboards are vertically placed and are formed T-shaped inner space, two pieces of fold-line-shaped mainboard minor faces are parallel with outside mainboard, direction and shear wall vertical consistency, and long limit is vertical with outside mainboard; Pull bar A one end is rigidly attached to outside mainboard central authorities, and the other end is rigidly attached in the middle of pull bar B; Pull bar B two ends are rigidly attached to two pieces of fold-line-shaped mainboard central authorities respectively; T-shaped node template unit both sides and upper and lower concavo-convex tongue and groove form match with outer wall template unit and inside wall formwork unit respectively.
Corner type assembly type shear wall structure system is formed by outer wall template unit and angle node modular unit two kinds assembling; Angle node modular unit comprises two pieces of mainboards and two pull bars; Outside angle node modular unit, shaped tiles is the fold-line-shaped that both wings length is equal, and inner side shaped tiles is the fold-line-shaped that both wings length is equal; Outside fold-line-shaped mainboard feature is identical with mainboard feature outside outer wall template unit, and inner vertical through holes is fold-line-shaped, and inner side fold-line-shaped mainboard feature is identical with outer wall template unit inside mainboard; Both outside mainboard and inner side mainboard are vertically placed, and form fold-line-shaped vertical direction spatial; Pull bar C one end is rigidly attached in the middle of the mainboard of outside, and the other end is rigidly attached in the middle of the mainboard of corresponding inner side; Pull bar D one end is rigidly attached in the middle of the other wing of outside mainboard, and the other end is rigidly attached in the middle of another wing of mainboard of corresponding inner side; Angle node modular unit both sides and upper and lower concavo-convex tongue and groove form match with outer wall template unit respectively.
Described outer wall template unit, inside wall formwork unit, T-shaped node template unit, the concavo-convex tongue and groove form of angle node modular unit level connection joint can be rectangle, triangle, zigzag etc.
It can be rectangle, triangle, zigzag etc. that described outer wall template unit, inside wall formwork unit, T-shaped node template unit, angle node modular unit vertically connect concavo-convex tongue and groove form.
Described outer wall template unit, inside wall formwork unit, T-shaped node template unit, pull bar cross section, angle node modular unit inner space can be rectangle, circle, polygon etc., can also be variable cross-section.
Described outer wall template unit, inside wall formwork unit, T-shaped node template unit, angle node modular unit making material are concrete, the composite material that can also be mixed for cement, fiber, flyash, industrial slag etc.; When making material is concrete, steel mesh reinforcement is placed in mainboard inside, and pull bar vertically places reinforcing bar, and in pull bar, reinforcing bar is connected with steel mesh reinforcement at rigid connecting contact, makes pull bar be enough to bear the lateral pressure of inner concrete.
The vertical direction spatial that described outer wall template unit, inside wall formwork unit, T-shaped node template unit, angle node modular unit adjacent level are formed to pull bar arranges shear wall vertical reinforcement, and the horizontal space that adjacent vertical pull bar is thought of as arranges shear wall transverse reinforcement.
Fill insulant material in the inner vertical through holes of mainboard outside described outer wall template unit, T-shaped node template unit, angle node modular unit structure.
The utility model also proposes the construction technology of assembly type heat-preservation shear wall structural system, and its construction sequence is as follows:
Step one: unwrapping wire is located, and smooth location, determines shear wall absolute altitude and position.Lay first floor modular unit, by the concavo-convex tongue and groove assembling in modular unit both sides, ensure that modular unit top is spill tongue and groove, bottom is convex tongue and groove simultaneously.
Step 2: the level formed at first floor modular unit intermediate draw bar and ground wears shear wall transverse reinforcement in space.
Step 3: lay second layer modular unit on first floor modular unit top, ensure that second layer modular unit bottom is convex tongue and groove, top is spill tongue and groove, and first floor modular unit and second layer modular unit vertically align, ensure that pull bar is at vertical same plane, adjacent pull bar forms through hole.
Step 4: the level formed at second layer modular unit pull bar and first floor modular unit pull bar wears transverse reinforcement in through hole.
Step 5: repeat (one) to (four), lay which floor modular unit of top and interspersed transverse reinforcement; The every one deck of T-shaped shear wall structure system first lays T-shaped node template unit, and the every one deck of corner type shear wall structure system first lays angle node modular unit; Each layer modular unit consistency from top to bottom, upper mould unit tongue and groove form matches to dock with lower die Slab element tongue and groove form and assembles.
Step 6: when shear wall rigidity reaches precalculated position, lay shear wall vertical reinforcement, build concrete from the top down by the vertical through holes formed between pull bar, fills closely knit, mainboard interior bone fill insulant material outside each layer between guarantee interior bone.
Step 7: colligation collar tie beam and floor bar, builds concrete, when concrete strength reaches requirement, repeats step () to (six), construct all the other floors and top layer.
By reference to the accompanying drawings detailed description of the invention of the present utility model is described although above-mentioned; but the restriction not to the utility model protection domain; one of ordinary skill in the art should be understood that; on the basis of the technical solution of the utility model, those skilled in the art do not need to pay various amendment or distortion that creative work can make still within protection domain of the present utility model.
Claims (14)
1. an assembly type heat-preservation shear wall element of construction, is characterized in that: comprise an interior wall and the exterior wall with heat insulation function;
Described exterior wall comprises multiple outer wall template unit be docking together, each outer wall template unit comprises two pieces of symmetrically arranged mainboards and a pull bar linked together by two pieces of mainboards, and mainboard is positioned at the inner side of body of wall, a mainboard is positioned at wall outer side, and the mainboard being positioned at wall outer side is provided with heat insulating material;
Described interior wall comprises multiple inside wall formwork unit be docking together, and each inside wall formwork unit comprises two pieces of symmetrically arranged mainboards and a pull bar linked together by two pieces of mainboards.
2. assembly type heat-preservation shear wall element of construction as claimed in claim 1, it is characterized in that: be positioned at mainboard inside body of wall in described outer wall template unit two pieces of mainboards thinner than the mainboard being positioned at wall outer side, inside body of wall, mainboard thickness is 30mm ~ 100mm, and outside mainboard thickness is 100mm ~ 200mm.
3. assembly type heat-preservation shear wall element of construction as claimed in claim 1, is characterized in that: two mainboards of described outer wall template unit, and shape is different, and planar dimension is identical; Described inside wall formwork unit two pieces of shaped tiles are identical, and planar dimension is also identical.
4. assembly type heat-preservation shear wall element of construction as claimed in claim 1, is characterized in that: described pull bar preferred cross-sections is the cuboid of rectangle, is laterally placed in the middle of two pieces of mainboards, is rigidly connected with two pieces of mainboards.
5. assembly type heat-preservation shear wall element of construction as claimed in claim 1, it is characterized in that: the outer wall template unit that level is adjacent passes through the concavo-convex rabbeted butt joint of the mainboard left and right sides, vertically adjacent outer wall template unit is by the concavo-convex rabbeted butt joint of the upper and lower both sides of mainboard, and concavo-convex tongue and groove size matches; Horizontal adjacent forms unit docks between latter two pull bar and forms vertical through holes, and vertical adjacent forms unit to dock between latter two pull bar formation level to through hole, and mainboard inner vertical hole in outside is vertically communicated with.
6. assembly type heat-preservation shear wall element of construction as claimed in claim 1, it is characterized in that: the inside wall formwork unit that level is adjacent passes through the concavo-convex rabbeted butt joint of the mainboard left and right sides, vertically adjacent inside wall formwork unit is by the concavo-convex rabbeted butt joint of the upper and lower both sides of mainboard, and concavo-convex tongue and groove size matches; Horizontal adjacent forms unit docks between latter two pull bar and forms vertical through holes, and vertical adjacent forms unit to dock between latter two pull bar formation level to through hole, and mainboard inner vertical hole in outside is vertically communicated with.
7. yi word pattern exterior wall assembly type shear wall structure system, is characterized in that, utilizes the concavo-convex docking of outer wall template unit as claimed in claim 1 to form.
8. yi word pattern interior wall assembly type shear wall structure system, is characterized in that, utilizes the concavo-convex docking of inside wall formwork unit as claimed in claim 1 to form.
9. a T-shaped assembly type shear wall structure system, is characterized in that, utilizes T-shaped node template unit and outer wall template unit as claimed in claim 1, the docking of interior wall wall form unit to form.
10. a kind of T-shaped assembly type shear wall structure system as claimed in claim 9, is characterized in that, described T-shaped node template unit comprises three pieces of mainboards and two pull bars be connected by three pieces of mainboards; One of them mainboard is identical with shaped tiles outside outer wall template unit, other two pieces of shaped tiles are fold-line-shaped, identical with outer wall template unit inside mainboard, three pieces of mainboards are vertically placed and are formed T-shaped inner space, two pieces of fold-line-shaped mainboard minor faces are parallel with outside mainboard, direction and shear wall vertical consistency, long limit is vertical with outside mainboard; A pull bar one end is rigidly attached to outside mainboard central authorities, and the other end is rigidly attached in the middle of another pull bar; Another pull bar two ends are rigidly attached to two pieces of fold-line-shaped mainboard central authorities respectively; T-shaped node template unit both sides and upper and lower concavo-convex tongue and groove form match with outer wall template unit and inside wall formwork unit respectively.
11. 1 kinds of corner type assembly type shear wall structure systems, is characterized in that, utilize angle node modular unit and outer wall template unit as claimed in claim 1, the docking of interior wall wall form unit to form.
12. a kind of corner type assembly type shear wall structure systems as claimed in claim 11, it is characterized in that, described angle node modular unit comprises two pieces of mainboards and two pull bars; Outside angle node modular unit, shaped tiles is the fold-line-shaped that both wings length is equal, and inner side shaped tiles is the fold-line-shaped that both wings length is equal; Outside fold-line-shaped mainboard is identical with mainboard outside outer wall template unit, and inner vertical through holes is fold-line-shaped, and inner side fold-line-shaped mainboard feature is identical with outer wall template unit inside mainboard; Both outside mainboard and inner side mainboard are vertically placed, and form fold-line-shaped vertical direction spatial; A pull bar one end is rigidly attached in the middle of the mainboard of outside, and the other end is rigidly attached in the middle of the mainboard of corresponding inner side; Another pull bar one end is rigidly attached in the middle of the other wing of outside mainboard, and the other end is rigidly attached in the middle of another wing of mainboard of corresponding inner side; Angle node modular unit both sides and upper and lower concavo-convex tongue and groove form respectively outer wall template unit match.
13. a kind of corner type assembly type shear wall structure systems as described in claim 9 or 11, it is characterized in that, when described outer wall template unit, inside wall formwork unit, T-shaped node template unit, angle node modular unit making material are concrete, steel mesh reinforcement is placed in mainboard inside, pull bar longitudinally places reinforcing bar, in pull bar, reinforcing bar is connected with steel mesh reinforcement at rigid connecting contact, makes pull bar be enough to bear the lateral pressure of inner concrete.
14. a kind of corner type assembly type shear wall structure systems as described in claim 9 or 11, it is characterized in that, the vertical direction spatial that described outer wall template unit, inside wall formwork unit, T-shaped node template unit, angle node modular unit adjacent level are formed to pull bar arranges shear wall vertical reinforcement, and the horizontal space that adjacent vertical pull bar is formed arranges shear wall transverse reinforcement.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520054123.3U CN204571004U (en) | 2015-01-26 | 2015-01-26 | A kind of assembly type heat-preservation shear wall element of construction and structural system |
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| CN201520054123.3U CN204571004U (en) | 2015-01-26 | 2015-01-26 | A kind of assembly type heat-preservation shear wall element of construction and structural system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594527A (en) * | 2015-01-26 | 2015-05-06 | 济南轨道交通集团有限公司 | Assembling type heat preservation shear wall structure system and construction process |
| WO2021056256A1 (en) * | 2019-09-25 | 2021-04-01 | 邹胜斌 | Modularized strong-constraint combined shear wall and construction method therefor |
-
2015
- 2015-01-26 CN CN201520054123.3U patent/CN204571004U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594527A (en) * | 2015-01-26 | 2015-05-06 | 济南轨道交通集团有限公司 | Assembling type heat preservation shear wall structure system and construction process |
| WO2021056256A1 (en) * | 2019-09-25 | 2021-04-01 | 邹胜斌 | Modularized strong-constraint combined shear wall and construction method therefor |
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