CN100441793C - Composite thermal insulation concrete shear wall - Google Patents
Composite thermal insulation concrete shear wall Download PDFInfo
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- CN100441793C CN100441793C CNB2006100921685A CN200610092168A CN100441793C CN 100441793 C CN100441793 C CN 100441793C CN B2006100921685 A CNB2006100921685 A CN B2006100921685A CN 200610092168 A CN200610092168 A CN 200610092168A CN 100441793 C CN100441793 C CN 100441793C
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- concrete
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- thermal insulation
- reinforcement
- prefabricated thermal
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- 239000004567 concrete Substances 0.000 title claims abstract description 91
- 238000009413 insulation Methods 0.000 title claims description 46
- 239000002131 composite material Substances 0.000 title claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 25
- 239000010959 steel Substances 0.000 claims abstract description 25
- 238000010168 coupling process Methods 0.000 claims description 43
- 238000005859 coupling reaction Methods 0.000 claims description 43
- 230000001808 coupling Effects 0.000 claims description 41
- 230000002787 reinforcement Effects 0.000 claims description 24
- 239000011178 precast concrete Substances 0.000 claims description 20
- 238000011065 in-situ storage Methods 0.000 claims description 18
- 238000009434 installation Methods 0.000 claims description 5
- 230000000875 corresponding Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 12
- 238000010276 construction Methods 0.000 abstract description 8
- 239000011810 insulating material Substances 0.000 abstract 3
- 150000001875 compounds Chemical class 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000004134 energy conservation Methods 0.000 description 3
- 238000010923 batch production Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000004574 high-performance concrete Substances 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000002984 plastic foam Substances 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Abstract
The present invention relates to a compound heat-insulating concrete shear wall. Said heat-insulating concrete shear wall is made up by using heat-insulating material as main material. Said shear wall includes wall body and connecting beam. The described wall body includes prefabricated heat-insulating concrete wall body and cast-in-place concrete wall body, said prefabricated heat-insulating concrete wall body is a concrete plate whose one side surface is covered with a layer of heat-insulating material, and in the prefabricated heat-insulating concrete wall body interior several steel components are spaced and embedded, one end of every steel component is placed in the concrete plate interior and its another end is projected from said heat-insulating material layer of the prefabricated heat-insulating concrete plate. Said invention also provides its concrete assembly and construction method and steps.
Description
Technical field
The present invention relates to a kind of concrete building, particularly a kind of concrete shear force wall of composite thermal insulation.
Background technology
Existing high-story house mostly is concrete building, and framework-shear wall concrete building, framework-cylindrical shell concrete building, full shear wall concrete building and tube-tube wall concrete building are wherein arranged.
Available coagulation abode house room adopts the cast-in-place concrete structure system more, consume a large amount of timber and make template, can seriously consume the forest reserves, influences environment and weather.
The cast-in-situ concrete building structure is to construct at the scene entirely, and hand labour intensity is big, and the batch production level is low, and operation is many, and the cost height is long in time limit.
Existing energy-saving building technology is to grow up under the prerequisite that does not change existing house structural system.From formal branch two kinds of external wall outer insulation and exterior wall insulating temperature techniques are arranged, External Thermal Insulation Technology for External is to add the thermal insulation layer on the outdoor face of exterior wall, and the exterior wall insulating temperature technique is to add insulating on the inner surface of exterior wall.Divide from material, insulating has two kinds of board-like material and paste materials, no matter adopt sheet material still to adopt the slurry material, it is many that existing building external wall energy-saving technology all exists operation, the cost height, weak effect, safety inadequately, be shorter than 15 years service life, significantly shortcoming such as be not suitable on interior wall, using.
Nineteen forties to the seventies, the big board house of concrete room all appearred both at home and abroad, it is with the concrete panel of monoblock and the floor basic building block as the house, in the hope of reaching the purpose of plant produced and assemblingization.In order to save material, the big board house of concrete porous room has also been invented by China, facts have proved that the overall performance in this house is poor, can not satisfy the requirement of comfortableness.
Summary of the invention
The objective of the invention is, fully satisfy antidetonation, energy-conservation, save land, environmental protection, do not use loam brick, use wooden form less, under the prerequisite of fundamental state policies such as saving non-renewable resources, overcome the above-mentioned defective of prior art, the heat-insulated shear wall of the self-heat conserving house structural system that high performance concrete structure material of a kind of usefulness and high efficiency heat-insulation and heat-preservation material are provided is main material, it is convenient to batch production production and mechanized construction, safe and reliable, cheap, service life can be more than 50 years.
Technical scheme of the present invention is: a kind of concrete shear force wall of composite thermal insulation, comprise body of wall, coupling beam, it is characterized in that described body of wall comprises prefabricated thermal insulation concrete wall and in-situ concrete wall, the prefabricated thermal insulation concrete wall is covered with the concrete slab of adiabator layer for one side; At interval embedding in the prefabricated thermal insulation concrete wall have a steel member; Steel member one end places in the concrete slab, and the other end protrudes in outside the adiabator layer of prefabricated thermal insulation concrete slab; The steel member that connection is provided with along prefabricated thermal insulation concrete wall one side constitutes the cage of reinforcement of in-situ concrete wall; The superimposed one that is cast for of prefabricated thermal insulation coagulation body of wall and in-situ concrete wall.
Above-mentioned steel member can be T shape, L shaped steel disc, or T-shaped screw rod, can connect the screw rod of suitable length in the inner bolt hole screw rod.Leave the space around the steel member, during cast-in-place concrete wall, concrete is inserted in the space, strengthens the shear strength between the both concrete layers.
The position, boundary of above-mentioned coupling beam and body of wall, cast-in-place coupling beam is cast for one with cast-in-situ concrete layer up and down, and the outer face of coupling beam is covered with adiabator layer.
Above-mentioned coupling beam and position, body of wall boundary, coupling beam is provided with the double wedge perpendicular to upper surface, and the lower end of precast concrete plank is provided with corresponding grooves, prefabricated thermal insulation concrete wall and following coupling beam engagement; Two jiaos of intersections in lower end of coupling beam upper end and precast concrete plank, two jiaos of intersections in lower end of coupling beam upper end and precast concrete plank are embedded with steel plate and angle steel respectively on coupling beam and the precast concrete plank, during installation, both welding.The other end of precast concrete plank is embedded with the connecting reinforcement perpendicular to end face, and connecting reinforcement is fixedlyed connected with the cage of reinforcement of cast-in-place coupling beam, and connecting reinforcement constitutes the part of coupling beam cage of reinforcement.
It is prestressed concrete or steel concrete that above-mentioned prefabricated thermal insulation concrete wall adopts concrete slab.The material of above-mentioned adiabator layer can be polystyrol plastic foam plate or other organic expanded material; Above-mentioned in-situ concrete wall, floor are steel concrete.
The external surface that the present invention is used for the precast concrete body of wall of body of wall can have decorative pattern or bury the groove of pipeline underground, pastes or exempts on metope secondary and dig groove to replace additional facing, can reduce investment outlay, convenient construction.
Among the present invention, the prefabricated thermal insulation concrete wall is done template usefulness as the permanent formwork of wall outer side face during construction, becomes the ingredient of overlapped shear wall after construction finishes, and participates in stressed work.The construction measure that point connects when concreting, can play the effect of fixed form, does the time spent at bearing load, can guarantee composite bed permanent formwork and after the overlapping layers collaborative work of watering.The point ways of connecting can reduce cold (heat) bridge to greatest extent, thereby improves the heat-insulation and heat-preservation efficient of superimposed body of wall.
Beneficial effect of the present invention also is: the invention provides a kind of new energy saving building system, in exterior wall, party wall, use prefabrication thermal insulation concrete body of wall, and with this template as the cast-in-situ concrete part, need not dismantle these templates, form permanent thermal insulation concrete wall structural system.Improve the insulation of cast-in-situ concrete house structural system, heat-proof quality, met the building energy conservation developing direction, and reduced working procedure, shortened the duration, reduced cost, solved the problem of energy saving building complex process.
The present invention helps integrated design, modularization production, installation; Help improving build guality; Help accurately controlling the duration; Can realize site operation, dry operation, make concrete construction realize plant construction.
The present invention makes the easier energy conservation standard that reaches of building, improves sound insulation, heat insulation, heat-insulating property.Body of wall need not be done insulation layer in addition, and the percentage of usable dwelling area height is beneficial to secondary decoration.
Description of drawings
Fig. 1 is the shear wall structure schematic diagram of the embodiment of the invention 1
Fig. 2 is the structural representation of the embodiment of the invention 1 prefabricated thermal insulation layer of concrete
Fig. 3 is the 1-1 sectional drawing of Fig. 2
Fig. 4 is the 2-2 sectional drawing of Fig. 2
Fig. 5 is the structural representation of the embodiment of the invention 1 body of wall and coupling beam node
Fig. 6 is the 1-1 sectional drawing of Fig. 5
Fig. 7 is the 2-2 sectional drawing of Fig. 5
The pre-buried angle steel of 1-body of wall 2-coupling beam 4-adiabator layer 5-concrete slab 11-prefabricated thermal insulation concrete wall 12-in-situ concrete wall 14-steel member 15-screw rod 16-inner bolt hole screw rod 17-connecting reinforcement 21-double wedge 22-coupling beam pre-embedded steel slab 51-groove 52-precast concrete plank
The specific embodiment
Be described further below in conjunction with specific embodiment:
Embodiment 1
Referring to Fig. 1, a kind of composite heat insulation concrete shear wall, comprise body of wall 1 and coupling beam 2, body of wall 1 is made up of prefabricated thermal insulation concrete wall 11 and in-situ concrete wall 12, prefabricated thermal insulation concrete wall 11 is covered with the concrete slab 5 of adiabator layer 4 for inner surface, and adiabator layer 4 in the prefabricated thermal insulation concrete wall 11 and in-situ concrete wall 12 composite castings are one; The junction of coupling beam 2 and body of wall 1, cast-in-place coupling beam 2 is cast for one with in-situ concrete wall 12 up and down, and the outer face of coupling beam 2 is covered with adiabator layer 4.
Referring to Fig. 2,3,4, at interval embedding in prefabricated thermal insulation concrete wall 11 have an inner bolt hole screw rod 16, and screw rod 15 inserts inner bolt hole screw rods 16, and protrudes in outside the adiabator layer 4 of prefabricated thermal insulation concrete wall, the screw rod 15 of prefabricated thermal insulation concrete wall one side interconnects, constitute the in-situ concrete wall cage of reinforcement of in-situ concrete wall, leave the space around inner bolt hole screw rod 16, the upper end of precast concrete plank is embedded with the connecting reinforcement 17 perpendicular to end face.
Referring to Fig. 5,6,7, in coupling beam 2 and position, body of wall 1 boundary, coupling beam 2 is provided with the double wedge 21 perpendicular to upper surface, and the lower end of precast concrete plank 5 is provided with corresponding grooves 51, the prefabricated thermal insulation concrete wall is by groove 51 and following double wedge 21 interlockings, the two jiaos of intersections in the lower end of coupling beam 2 upper ends and precast concrete plank are respectively equipped with steel plate 22 and angle steel 52 on coupling beam and the precast concrete plank, both welding during installation.Connecting reinforcement 17 is fixedlyed connected with the cage of reinforcement of cast-in-place coupling beam 2, and the connecting reinforcement 17 on the precast concrete plank is as the part of cast-in-place coupling beam cage of reinforcement.
The present invention is used for high-rise concrete shear wall structure system.
Claims (5)
1, a kind of concrete shear force wall of composite thermal insulation comprises body of wall, coupling beam, it is characterized in that, described body of wall comprises prefabricated thermal insulation concrete wall and in-situ concrete wall, and the prefabricated thermal insulation concrete wall is covered with the concrete slab of adiabator layer for one side; At interval embedding in the prefabricated thermal insulation concrete wall have a steel member, steel member one end places in the concrete slab, the other end protrudes in outside the adiabator layer of prefabricated thermal insulation concrete slab, and the steel member of prefabricated thermal insulation concrete wall one side interconnects, and constitutes the cage of reinforcement of in-situ concrete wall; The superimposed one that is cast for of prefabricated thermal insulation coagulation body of wall and in-situ concrete wall; Described steel member is made up of inner bolt hole screw rod and screw rod, the inner bolt hole screw rod is imbedded in the prefabricated thermal insulation concrete wall, screw rod inserts the screw of inner bolt hole screw rod and protrudes in outside the adiabator layer of prefabricated thermal insulation concrete wall, leaves the space around the inner bolt hole screw rod.
2, concrete shear force wall according to claim 1, the position, boundary of described coupling beam and body of wall, cast-in-place coupling beam is cast for one with cast-in-situ concrete layer up and down, and the outer face of coupling beam is covered with adiabator layer.
3, concrete shear force wall according to claim 1 and 2 is characterized in that, has decorative pattern or buries the groove of pipeline underground at the external surface of described prefabricated thermal insulation concrete wall.
4, concrete shear force wall according to claim 3, it is characterized in that, in coupling beam and position, body of wall boundary, coupling beam is provided with the double wedge perpendicular to upper surface, the lower end of precast concrete plank is provided with corresponding grooves, prefabricated thermal insulation concrete wall and following coupling beam engagement, two jiaos of intersections in lower end of coupling beam upper end and precast concrete plank, be respectively equipped with steel plate and angle steel on coupling beam and the precast concrete plank, both welding during installation; The other end of precast concrete plank is embedded with the connecting reinforcement perpendicular to end face, and connecting reinforcement is fixedlyed connected with the cage of reinforcement of cast-in-place coupling beam, and connecting reinforcement constitutes the part of coupling beam cage of reinforcement.
5, concrete shear force wall according to claim 4, it is characterized in that, in coupling beam and position, body of wall boundary, coupling beam is provided with the double wedge perpendicular to upper surface, the lower end of precast concrete plank is provided with corresponding grooves, prefabricated thermal insulation concrete wall and following coupling beam engagement, two jiaos of intersections in lower end of coupling beam upper end and precast concrete plank, be respectively equipped with steel plate and angle steel on coupling beam and the precast concrete plank, both welding during installation; The other end of precast concrete plank is embedded with the connecting reinforcement perpendicular to end face, and connecting reinforcement is fixedlyed connected with the cage of reinforcement of cast-in-place coupling beam, and connecting reinforcement constitutes the part of coupling beam cage of reinforcement.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200610039354 | 2006-04-07 | ||
| CN200610039354.2 | 2006-04-07 | ||
| CNB2006100921685A CN100441793C (en) | 2006-04-07 | 2006-05-18 | Composite thermal insulation concrete shear wall |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNB2006100921685A CN100441793C (en) | 2006-04-07 | 2006-05-18 | Composite thermal insulation concrete shear wall |
| US12/089,782 US7882669B2 (en) | 2006-05-18 | 2007-04-12 | Composite concrete shear wall for heat insulation |
| PCT/CN2007/001188 WO2007134517A1 (en) | 2006-05-18 | 2007-04-12 | Composite concrete shear wall for heat insulation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1888343A CN1888343A (en) | 2007-01-03 |
| CN100441793C true CN100441793C (en) | 2008-12-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2006100921685A Expired - Fee Related CN100441793C (en) | 2006-04-07 | 2006-05-18 | Composite thermal insulation concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN100441793C (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101555709B (en) * | 2008-12-09 | 2011-05-11 | 南京华韵建筑科技发展有限公司 | Mounting process for composite insulating concrete shear wall |
| CN103758258A (en) * | 2011-12-31 | 2014-04-30 | 常熟古建园林建设集团有限公司 | Laminated slab type concrete shear wall construction method |
| CN102704588A (en) * | 2012-06-15 | 2012-10-03 | 吴方伯 | Cast-in-place heat preservation beam, column or shear wall |
| CN102808462B (en) * | 2012-09-04 | 2016-01-20 | 吴方伯 | A kind of cast-in-situ heat preservation shear wall, post, beam |
| CN104060715A (en) * | 2014-06-24 | 2014-09-24 | 山东万斯达建筑工业化研究院有限公司 | On-site construction method for sandwich composite wall |
| CN105804290A (en) * | 2016-03-09 | 2016-07-27 | 河北安能绿色建筑科技有限公司 | Building heat-insulation and formwork integrated wall structure and construction method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2097869U (en) * | 1991-05-04 | 1992-03-04 | 北京市顺义县张镇新型建筑构件厂 | Outer wall insulating compound shuttering |
| CN2608588Y (en) * | 2003-03-31 | 2004-03-31 | 单国民 | Prestressed reinforced concrete premade composite board capable of heat insulating and sound insulating |
| CN2729194Y (en) * | 2004-06-01 | 2005-09-28 | 龚文惠 | Composite thermal insulation slab |
-
2006
- 2006-05-18 CN CNB2006100921685A patent/CN100441793C/en not_active Expired - Fee Related
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2097869U (en) * | 1991-05-04 | 1992-03-04 | 北京市顺义县张镇新型建筑构件厂 | Outer wall insulating compound shuttering |
| CN2608588Y (en) * | 2003-03-31 | 2004-03-31 | 单国民 | Prestressed reinforced concrete premade composite board capable of heat insulating and sound insulating |
| CN2729194Y (en) * | 2004-06-01 | 2005-09-28 | 龚文惠 | Composite thermal insulation slab |
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| Publication number | Publication date |
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| CN1888343A (en) | 2007-01-03 |
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