CN208633320U - Centre setting heat insulation layer without cavity composite thermal-insulating wall building structure - Google Patents
Centre setting heat insulation layer without cavity composite thermal-insulating wall building structure Download PDFInfo
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- CN208633320U CN208633320U CN201821144507.4U CN201821144507U CN208633320U CN 208633320 U CN208633320 U CN 208633320U CN 201821144507 U CN201821144507 U CN 201821144507U CN 208633320 U CN208633320 U CN 208633320U
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- insulation layer
- heat insulation
- wall
- steel mesh
- thickness
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- 238000009413 insulation Methods 0.000 title claims abstract description 80
- 239000002131 composite material Substances 0.000 title claims abstract description 20
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 81
- 239000010959 steel Substances 0.000 claims abstract description 81
- 238000010276 construction Methods 0.000 claims abstract description 23
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 22
- 239000010410 layer Substances 0.000 claims description 76
- 239000004567 concrete Substances 0.000 claims description 24
- 125000006850 spacer group Chemical group 0.000 claims description 6
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 5
- 239000011229 interlayer Substances 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims 1
- 239000005439 thermosphere Substances 0.000 claims 1
- 238000005336 cracking Methods 0.000 abstract description 5
- 238000010586 diagram Methods 0.000 description 8
- 238000004321 preservation Methods 0.000 description 6
- 238000005266 casting Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000013011 mating Effects 0.000 description 3
- 230000002265 prevention Effects 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 239000012774 insulation material Substances 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000005096 rolling process Methods 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 239000011449 brick Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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Abstract
Centre setting heat insulation layer without cavity composite thermal-insulating wall building structure, belong to building field, the heat insulation layer reinforcing bar thickness of net is greater than heat insulation layer thickness, the reinforcing bar of thickness direction is through heat insulation layer thickness direction, the end reinforced of heat insulation layer thickness of two sides direction is correspondingly arranged on multiple vertical direction strip steel meshes, channel is poured between strip steel mesh between 200-300mm, the supporting element of multiple thickness directions is provided in building masonry wall template, multiple clamping screws are provided with outside wall form, this no cavity composite building wall body building structure can be improved the intensity of exterior wall, avoid exterior wall, wall falls off, cracking, be conducive to prevent fires, anticollision, it can be improved speed of application, guarantee construction speed.
Description
Technical field
The utility model relates to a kind of building masonry wall building structure, in particular to intermediate setting heat insulation layer without sky
Chamber composite thermal-insulating wall building structure, belongs to building field.
Background technique
The heat-insulated elementary object of building heat preservation is to guarantee indoor basic thermal environment and energy conservation as far as possible, and China is current to be built
The phenomenon of generally existing thermal and insulating performance difference is built, and all consumption energy is excessively high.Theory with sustainable development is being built
Industry is implemented, and the heat-insulated importance of building heat preservation is higher and higher, and the development of science and technology, the thermal insulation technology of building obtain for many years
The achievement to attract people's attention was obtained, fairly perfect production and technical system are formd.Especially in recent years, production standard and skill
Implementing for art specification, provides good platform for the development of thermal insulation technology, pushes its faster and better development.
Before, building masonry wall insulation is mainly used for the insulation of exterior walls of buildings, that is to say, that in concrete
Or thermal insulation material being sticked on the exterior wall of brick structure, then cement protective layer is smeared on the exterior wall of thermal insulation material, this structure is convenient for
Construction, still, outer layer is easy to damage, it is desirable that the conditions such as fire prevention, anticollision it is harsh, be gradually intended to for insulation being arranged at present
Among wall, the structure of concrete is arranged in ectonexine.
The structure of centre setting heat insulation layer in the construction process, the concrete of ectonexine and moderate soak thermal insulation layer by
It is lower and it is upper carry out simultaneously, when construction, other than steel mesh is set in the concrete in ectonexine, in the heat insulation layer of centre
Also steel mesh laterally is worn, and reinforcing bar thickness of net is greater than heat insulation layer thickness in heat insulation layer, sets in heat insulation layer
It is poured between the concrete of the steel mesh and two sides set together, forms overall structure.Fig. 4 is existing heat insulation layer appearance
The steel mesh structural schematic diagram in face.Wherein 40 be existing shear wall side heat preservation for steel mesh, 41a on the outside of existing whole heat-insulation and heat-preservation
Layer steel mesh, 41b are existing exterior wall side insulating layer steel mesh.
In this wall body structure, since heat insulation layer 11, shear wall 10 and 12 concrete of exterior wall are respectively arranged with respectively
From steel mesh, especially wearing in heat insulation layer 11 is steel mesh 40 on the outside of whole heat-insulation and heat-preservation, construction when exist
Inconvenience casting concrete into template ectonexine shear wall and exterior wall space, also the inconvenient vibration for carrying out concrete, is utilizing
The vibration using different model when vibrating head vibrates, due to the limitation in gap, when 12 vibratory concrete of shear wall 10 and exterior wall also
Dynamic stick vibrates concrete, and when construction constantly replaces vibrating head, and constantly Switching power, very inconvenient, exterior wall 12 in order to
Facilitate construction, needs virtually to increase building cost using self-compacting concrete.In this case, in order to guarantee to construct
The problems such as quality, there is construction speeds slowly, difficulty of construction is big, how cost can be reduced under the premise of guaranteeing quality,
It accelerates construction progress, is unit in charge of construction and the project that designer faces.
Summary of the invention
It is slow for there is construction speeds in setting heat insulation layer work progress among current wall, difficulty of construction is big
Problem, the utility model provide a kind of intermediate setting heat insulation layer without cavity composite thermal-insulating wall building structure, purpose
It is easy for casting concrete, convenient for being vibrated to concrete slurry, guarantees construction quality, accelerates construction progress.
The technical solution of the utility model is: building without cavity composite thermal-insulating wall for centre setting heat insulation layer is tied
Structure, the heat insulation layer including centre setting, the coagulation of internal layer setting being arranged without cavity composite thermal-insulating wall shear wall, outer layer
Native exterior wall, shear wall, exterior wall are provided with steel mesh, the heat insulation layer steel mesh and exterior wall reinforcing bar in heat insulation layer
Net is linked together, and the reinforcing bar of thickness direction is through heat insulation layer thickness direction, the steel in heat insulation layer thickness of two sides direction
Muscle end is correspondingly arranged on the strip steel mesh of multiple vertical direction, and the strip steel mesh of exterior wall side vertical direction extends to exterior wall
It is interior, interval is provided between the strip steel mesh of multiple vertical direction, interval composition vertical direction pours channel, pours channel
Width between 200-300mm, when construction, the supporting element of multiple thickness directions, wall are provided in building masonry wall template
Multiple clamping screws are provided with outside template;
Further, pouring between the strip steel mesh is configured in channel pours what nozzle was connect with concrete mixer
Funnel is shunted, funnel is shunted and is rotatably connected on concrete mixer pouring nozzle;
Further, the strip steel mesh and the setting for pouring channel correspond to each other inside and outside heat insulation layer, protect
Multiple strip steel meshes inside and outside warm thermal insulation layer are consistent with the width difference in channel is poured, and strip steel mesh width is in 300-
Between 800mm;
It further, is spacer bar among the supporting element, spacer bar both ends are provided with support chip, support chip and reinforcing bar
Between it is magnetic or be threadedly coupled;
Further, the reinforcing bar in heat insulation layer thickness of two sides direction extends to the length difference of outer surface, thickness side
To reinforcing bar prolong to be greater than to the length to exterior wall side and extend to the length of shear wall body side, prolong and be less than to the length of exterior wall side
50mm;
Further, the thickness of the shear wall is greater than exterior wall thickness H, and the thickness of exterior wall is in 50mm≤H≤50+5mm;
Further, the story height of the heat insulation layer is less than the story height of shear wall and exterior wall, heat insulation layer
Story height is chamber height, the height of the exterior wall steel mesh of shear force wall reinforcing steel bar net and integrated steel mesh be include that interlayer floor is thick
Story height including degree;
Further, the shunting funnel is handstand shape bifurcation character form structure, and the exit caliber of handstand shape bifurcation character form structure is different.
The good effect that the utility model has is: by using steel mesh on wall, can guarantee thickness of wall body, wall
The generation for phenomena such as safety of body can prevent the cracking of wall especially exterior wall, fall off;By being set in heat insulation layer two sides
Multiple vertical direction strip steel meshes are set, pouring between channel setting 200-300mm between strip steel mesh can utilize mating
Shunting funnel pouring between shear wall and exterior wall while carrying out the pouring of concrete in channel, especially in vertical direction
Concreting shunting funnel is designed to the bifurcation character form structure to stand upside down, the exit caliber of the bifurcation character form structure of handstand is different, can
By thick bore towards one side of shear wall, fine caliber is carried out while being poured towards one side of exterior wall, it can be ensured that shear wall and exterior wall
Synchronous construction, keep heat insulation layer both sides pour rolling coagulate soil progress it is identical, the channel that pours between strip steel mesh also has
It is vibrated conducive to the insertion of vibrating head, and can use the vibrating head vibration an of model;It is multiple by being arranged among wall
The supporting element and clamping screw of thickness direction, can guarantee the stability of template and the uniformity of thickness of wall body;By keeping the temperature
The reinforcing bar in thermal insulation layer thickness of two sides direction, which prolongs to the length of exterior wall side, is less than 50mm, can be by that will protect in concrete casting process
It is linked together between warm thermal insulation layer and the shear wall and exterior wall of inside.The wall body structure of this structure can be improved entire wall
Intensity, avoid falling off, cracking for exterior wall wall skin, be conducive to fire prevention, anticollision, can be improved speed of application, guarantee construction quality
And construction speed.
Detailed description of the invention
The section structure diagram of Fig. 1 the utility model.
The steel mesh structural schematic diagram of the heat insulation layer outer surface of Fig. 2 the utility model.
The structural schematic diagram of Fig. 3 shunting funnel.
The steel mesh structural schematic diagram of the existing heat insulation layer outer surface Fig. 4.
Label declaration: 10- shear wall, 11- heat insulation layer, 12- exterior wall, 13- supporting element, 13a- spacer bar, 14- branch
Blade, 15- shear force wall reinforcing steel bar net, 16- strip steel mesh, the inside 16a- strip steel mesh, 16c- strip steel mesh thickness direction
Reinforcing bar, 17- clamping screw, 18- clamp nut, 19- exterior wall steel mesh, 20- template, 21- pour channel, 30- shunts funnel,
31- connector, 32- fine caliber export, the thick bore of 33- exports, steel mesh, the existing shearing of 41a- on the outside of 40- entirety heat-insulation and heat-preservation
The existing exterior wall side insulating layer steel mesh of wall side insulating layer steel mesh, 41b-.
Specific embodiment
The specific technical solution of the utility model is described in detail referring to the drawings.
The technical solution of the utility model is that intermediate building without cavity composite thermal-insulating wall for setting heat insulation layer is tied
Structure, Fig. 1 are the section structure diagrams of the utility model.Building masonry wall structure is that centre is provided with heat insulation layer 11
Without cavity composite thermal-insulating wall building structure, the internal layer of no cavity composite building wall body structure is shear wall 10, and outer layer is mixed
Solidifying soil exterior wall 12, shear wall 10, exterior wall 12 are provided with steel mesh in heat insulation layer 11, wherein and 15 be shear force wall reinforcing steel bar net,
19 be exterior wall steel mesh, and 16 be the strip steel mesh of insulating, in strip steel mesh 16,16a be inside strip steel mesh,
The vertical direction strip steel mesh of 12 side of exterior wall, which prolongs, to be located at outside within the walls, and exterior wall steel mesh 19 is outside vertical direction strip reinforcing bar
Net, 16c are strip steel mesh thickness direction reinforcing bar, and outside strip steel mesh is exterior wall steel mesh 19, insulating two sides
Exterior wall steel mesh 19 and inside strip steel mesh 16a are made of multiple, multiple exterior wall steel meshes 19 or multiple inside strip reinforcing bars
It is provided with the interval of vertical direction between net 16a, be divided into vertical direction pours channel 21, the heat insulation layer steel mesh
Thickness is greater than 11 thickness of heat insulation layer, and strip steel mesh thickness direction reinforcing bar 16c is through 11 thickness direction of heat insulation layer
And the structure of an entirety is formed with exterior wall steel mesh 19,11 the end reinforced of thickness of two sides direction of heat insulation layer is correspondingly arranged
There is the vertical direction strip steel mesh 16 of multiple same widths, the width for pouring channel 21 between strip steel mesh 16 is in 200-
Between 300mm.
It is provided with the supporting element 13 of multiple thickness directions in the building masonry wall template 20, is provided with outside wall form 20
Multiple clamping screws 17,18 are the clamp nut that 17 end of clamping screw is arranged in, and Fig. 2 is the insulation of the utility model
The steel mesh structural schematic diagram of layer outer surface.The steel mesh of heat insulation layer outer surface is strip steel mesh 16, and setting is being kept the temperature
Strip steel mesh 16 corresponds to each other inside and outside thermal insulation layer 11, inside and outside the width for pouring channel 21 between strip steel mesh 16
Degree is consistent, and outside strip steel mesh is arranged in exterior wall 12, and 16 width of strip steel mesh is between 300-800mm.
Fig. 3 is the structural schematic diagram for shunting funnel 30.Mating setting in building channel 21 between the strip steel mesh 16
Have and pour the shunting funnel 30 that nozzle is connect with concrete mixer, shunts funnel 30 and be rotatably connected on concrete mixer pouring nozzle
On.Wherein 31 are the outlet of thick bore, 32 are that fine caliber exports to pour the connector, 33 that nozzle combines with concrete mixer.It applies
Towards shear wall side, fine caliber exports 32 towards exterior wall side for working hour thick bore outlet 33.
It is spacer bar 13a among the supporting element 13, the both ends spacer bar 13a are provided with support chip 14, support chip 14
Magnetic or is threadedly coupled between reinforcing bar, the concreting shunts the bifurcation character form structure that funnel 30 is handstand, the bifurcation of handstand
The exit caliber of character form structure is different.
In the present embodiment, the connector 31 is round connector, the thick bore outlet 33 and fine caliber outlet 32
For square structure.
The story height of the heat insulation layer 11 is less than the story height of shear wall 10 and exterior wall 12, insulation floor
Layer height is chamber height, and the height of the exterior wall steel mesh 19 of shear force wall reinforcing steel bar net 15 and integrated steel mesh is to include interlayer floor
Story height including thickness.
The length that the reinforcing bar in the 11 thickness of two sides direction of heat insulation layer extends to outer surface is different, Yan Xiangzhi exterior wall 12
The length of side is greater than the length for extending to 10 side of shear wall, and the reinforcing bar of thickness direction prolongs to be less than to the length of 12 side of exterior wall
50mm, the thickness of the shear wall 10 are greater than 12 thickness H of exterior wall, and the thickness H of exterior wall 12 is being more than or equal to 50mm less than or equal to 50+
Between 5mm.
The utility model can guarantee the safety of thickness of wall body, wall, can prevent by using steel mesh on wall
The cracking of wall especially exterior wall, the generation for phenomena such as falling off;By the way that multiple vertical direction are arranged in 11 two sides of heat insulation layer
The outside strip steel mesh 16 of strip steel mesh 16,12 side of exterior wall is located at outside within the walls, and 16 building channels 21 of strip steel mesh exist
Between 200-300mm, it can be poured in channel 21 vertically to shear wall 10 and exterior wall using the shunting funnel 30 of mating setting
Pouring while concrete is carried out between 12, and concreting shunting funnel 30 is especially designed to the bifurcation font knot to stand upside down
Structure, the exit caliber of the bifurcation character form structure of handstand is different, can be by thick bore towards 10 1 side of shear wall, by fine caliber towards exterior wall
12 1 sides carry out while pouring, it can be ensured that the synchronous construction of shear wall 10 and exterior wall 12 keeps 11 both sides of heat insulation layer to pour
The progress for building the solidifying soil of rolling is identical, and the vertical channel for pouring channel 21 between strip steel mesh also helps the insertion vibration of vibrating head
It is dynamic, and can use the vibrating head vibration an of model;By the supporting element 13 that multiple thickness directions are arranged among wall
With clamping screw 17, it can guarantee the stability of template 20 and the uniformity of thickness of wall body;By in 11 two sides of heat insulation layer
The reinforcing bar of thickness direction, which prolongs to the length of 12 side of exterior wall, is less than 50mm, can by concrete casting process by heat insulation layer
It is linked together between 11 and the shear wall 10 and exterior wall 12 of inside.The wall body structure of this structure can be improved the strong of wall
Degree, avoids falling off, cracking for 12 wall skin of exterior wall, is conducive to fire prevention, anticollision, can be improved speed of application, guarantee construction quality and
Construction speed.
Claims (8)
- Among 1. setting heat insulation layer without cavity composite thermal-insulating wall building structure, the insulation including centre setting Layer, the concrete exterior wall of internal layer setting being arranged without cavity composite thermal-insulating wall shear wall, outer layer, shear wall, exterior wall, thermal insulation separation Steel mesh is provided in thermosphere, it is characterised in that: the heat insulation layer steel mesh is linked together with exterior wall steel mesh, thickness The reinforcing bar in direction is through heat insulation layer thickness direction, end reinforced being correspondingly arranged in heat insulation layer thickness of two sides direction The strip steel mesh of multiple vertical direction, the strip steel mesh of exterior wall side vertical direction extend to outside within the walls, multiple vertical direction Strip steel mesh between be provided with interval, what interval constituted vertical direction pours channel, pours the width in channel in 200- Between 300mm, when construction, it is provided with the supporting element of multiple thickness directions in building masonry wall template, is provided with outside wall form Multiple clamping screws.
- 2. intermediate setting heat insulation layer according to claim 1 without cavity composite thermal-insulating wall building structure, it is special Sign is: pouring between the strip steel mesh is configured in channel pours the shunting leakage that nozzle is connect with concrete mixer Bucket shunts funnel and is rotatably connected on concrete mixer pouring nozzle.
- 3. intermediate setting heat insulation layer according to claim 1 without cavity composite thermal-insulating wall building structure, it is special Sign is: the strip steel mesh and the setting for pouring channel correspond to each other inside and outside heat insulation layer, heat insulation layer Inside and outside multiple strip steel meshes it is consistent with the width difference in channel is poured, strip steel mesh width 300-800mm it Between.
- 4. intermediate setting heat insulation layer according to claim 1 without cavity composite thermal-insulating wall building structure, it is special Sign is: being spacer bar among the supporting element, spacer bar both ends are provided with support chip, magnetic between support chip and reinforcing bar Or it is threadedly coupled.
- 5. intermediate setting heat insulation layer according to claim 1 without cavity composite thermal-insulating wall building structure, it is special Sign is: the length that the reinforcing bar in heat insulation layer thickness of two sides direction extends to outer surface is different, the reinforcing bar of thickness direction Prolong the length for being greater than to the length to exterior wall side and extending to shear wall body side, prolongs to the length of exterior wall side and be less than 50mm.
- 6. intermediate setting heat insulation layer according to claim 1 without cavity composite thermal-insulating wall building structure, it is special Sign is: the thickness of the shear wall is greater than exterior wall thickness H, and the thickness of exterior wall is in 50mm≤H≤50+5mm.
- 7. intermediate setting heat insulation layer according to claim 1 without cavity composite thermal-insulating wall building structure, it is special Sign is: the story height of the heat insulation layer is less than the story height of shear wall and exterior wall, heat insulation layer story height For chamber height, the height of the exterior wall steel mesh of shear force wall reinforcing steel bar net and integrated steel mesh be comprising interlayer slab thickness including Story height.
- 8. intermediate setting heat insulation layer according to claim 2 without cavity composite thermal-insulating wall building structure, it is special Sign is: the shunting funnel is handstand shape bifurcation character form structure, and the exit caliber of handstand shape bifurcation character form structure is different.
Priority Applications (1)
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CN201821144507.4U CN208633320U (en) | 2018-07-19 | 2018-07-19 | Centre setting heat insulation layer without cavity composite thermal-insulating wall building structure |
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CN201821144507.4U CN208633320U (en) | 2018-07-19 | 2018-07-19 | Centre setting heat insulation layer without cavity composite thermal-insulating wall building structure |
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CN201821144507.4U Expired - Fee Related CN208633320U (en) | 2018-07-19 | 2018-07-19 | Centre setting heat insulation layer without cavity composite thermal-insulating wall building structure |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108716252A (en) * | 2018-07-19 | 2018-10-30 | 栗树青 | A kind of rapid constructing method of no cavity composite thermal-insulating wall |
-
2018
- 2018-07-19 CN CN201821144507.4U patent/CN208633320U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108716252A (en) * | 2018-07-19 | 2018-10-30 | 栗树青 | A kind of rapid constructing method of no cavity composite thermal-insulating wall |
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CF01 | Termination of patent right due to non-payment of annual fee | ||
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Granted publication date: 20190322 |