CN205475855U - Assembled compound incubation wall body and compound incubation wall structure - Google Patents
Assembled compound incubation wall body and compound incubation wall structure Download PDFInfo
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- CN205475855U CN205475855U CN201620273548.8U CN201620273548U CN205475855U CN 205475855 U CN205475855 U CN 205475855U CN 201620273548 U CN201620273548 U CN 201620273548U CN 205475855 U CN205475855 U CN 205475855U
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- concrete bodies
- vertical muscle
- concrete
- sleeve
- wall
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Abstract
The utility model discloses an assembled compound incubation wall body, including the heat preservation between internal lobe concrete body, siphonal lobe concrete body and internal lobe concrete body and the siphonal lobe concrete body, the interior parcel of internal lobe concrete body and siphonal lobe concrete body has vertical muscle, and stretch out from concrete body on the upper portion of vertical muscle, still is provided with the sleeve in the concrete body, and the sleeve bottom is had a perfect understanding to the concrete body bottom, and the lower part of vertical muscle is worn to put and leave the distance in the sleeve and bottom concrete body. This assembled compound incubation wall body has realized insulation construction integration, have that thermal insulation performance is good, quality precision height, resources are saved, construction portably, characteristics such as the prefabricating production of mill of being convenient for. The utility model discloses corresponding compound incubation wall structure is still provided.
Description
Technical field
This utility model relates to building engineering field, and particularly a kind of assembled composite thermal-insulating wall is with compound
Heat-insulating wall structure.
Background technology
At present, precast wall body is widely used in the middle of construction.Conventional precast wall body includes laterally
The vertical a plurality of reinforcing bar interweaved, is enclosed with concrete bodies, vertical reinforcement and transverse steel all outside reinforcing bar
Stretch out from concrete bodies edge, formed free end, in work progress by adjacent two pieces of precast wall bodies from
By end stirrup colligation, then carry out cast in situs.This construction method not only wastes time and energy, and the most also can
Because the precision problem of stirrup colligation causes precast wall body to connect built on the sand.
Utility model content
The purpose of this utility model is to provide a kind of assembled composite thermal-insulating wall and composite thermal-insulating wall knot
Structure, this assembled composite thermal-insulating wall achieves insulation construction integration, Mass accuracy height, easy construction.
To achieve these goals, a kind of assembled composite thermal-insulating wall that this utility model provides, including
Insulation between internal lobe concrete bodies, siphonal lobe concrete bodies and internal lobe concrete bodies and siphonal lobe concrete bodies
Layer, is enclosed with vertical muscle in internal lobe concrete bodies and siphonal lobe concrete bodies, the top of vertical muscle is from concrete
Stretching out in body, be additionally provided with sleeve in concrete bodies, sleeve bottom is through to concrete bodies, vertically
In the bottom of muscle is set in sleeve and leave distance bottom concrete bodies.
Preferably, the top half that described vertical muscle bottom is set in sleeve.
Preferably, described sleeve is fixing with the bottom of vertical muscle is connected.
Preferably, the top of described vertical muscle from concrete bodies the length of extension more than under vertical muscle
Portion is set in the length that sleeve inner is divided.
Preferably, also including the horizontal bar being arranged in concrete bodies, described horizontal bar is at least from concrete
One side of body is stretched out.
A kind of composite thermal-insulating wall structure, including upper body of wall and lower body of wall, described upper body of wall includes that first erects
To muscle and the first concrete bodies of parcel the first vertical muscle, the top of the first vertical muscle is from the first concrete bodies
In stretch out, be additionally provided with the first sleeve in the first concrete bodies, the first sleeve bottom is through to the first coagulation
Bottom the soil body, in the bottom of the first vertical muscle is set in the first sleeve and leave bottom the first concrete bodies
Distance;Lower body of wall includes the second vertical muscle and the second concrete bodies of parcel the second vertical muscle, and second is vertical
In the part that the top of muscle is stretched out from the second concrete bodies, lower part is wrapped in articulamentum, upper part
It is set in the first sleeve.First concrete bodies includes the first inner concrete body and the first outer concrete bodies,
It is provided with heat-insulation layer between the first inner concrete body and the first outer concrete bodies,;Second concrete bodies includes
Second inner concrete body and the second outer concrete bodies, the second inner concrete body and the second outer concrete bodies it
Between be provided with heat-insulation layer.
Preferably, the one during described articulamentum includes Cast-in-situ Beam and top board.
Preferably, described articulamentum also includes the feed pulp layer being arranged on Cast-in-situ Beam or top board.
A kind of assembled composite thermal-insulating wall of this utility model offer and composite thermal-insulating wall structure, including
Insulation between internal lobe concrete bodies, siphonal lobe concrete bodies and internal lobe concrete bodies and siphonal lobe concrete bodies
Layer, is enclosed with vertical muscle in internal lobe concrete bodies and siphonal lobe concrete bodies, the top of vertical muscle is from concrete
Stretching out in body, be additionally provided with sleeve in concrete bodies, sleeve bottom is through to concrete bodies, vertically
The bottom of muscle is set in sleeve and leaves distance bottom concrete bodies, so when two identical bodies of wall
Longitudinally during assembling, the vertical muscle that lower body of wall top is stretched out can be set in body of wall sleeve, quick, accurate
Really, stirrup colligation process need not be carried out, save operation and assembling is more solid and reliable.This assembled is multiple
Close heat-preserving wall and wall body structure achieves insulation construction integration, has good heat insulating, Mass accuracy
High, economize on resources, easy construction, be easy to the features such as prefabrication production.
Accompanying drawing explanation
The structural representation of the assembled composite thermal-insulating wall that Fig. 1 is provided by this utility model embodiment one
Figure;
The structural representation of the composite thermal-insulating wall structure that Fig. 2 is provided by the embodiment of the present invention two;
Fig. 3 is the plan structure schematic diagram of Fig. 1;
Fig. 4 is a kind of assembling situation figure of wall body structure in embodiment two;
Fig. 5 is a kind of assembling sight figure of body of wall in Fig. 3.
In figure:
1. the vertical vertical muscle 13. of muscle 2. horizontal bar 3. concrete bodies 4. sleeve 11. first
First concrete bodies 14. first sleeve 21. second vertical muscle 23. second concrete bodies 24. is even
Connect layer 25. pulp layer 31. internal lobe concrete bodies 32. siphonal lobe concrete bodies 33. heat-insulation layer 34.
Colligation point 35. cast-in-situ wall
Detailed description of the invention
In order to make those skilled in the art be more fully understood that this utility model scheme, below in conjunction with the accompanying drawings and
The utility model is described in further detail for detailed description of the invention.
Embodiment one
Refer to Fig. 1 and 3, the assembled composite thermal-insulating wall that the present embodiment provides, including internal lobe coagulation
Between the soil body 31, siphonal lobe concrete bodies 32 and internal lobe concrete bodies 31 and siphonal lobe concrete bodies 32
Heat-insulation layer 33, heat-insulation layer 33 use insulation or heat-barrier material make, as primary raw material be glass bead,
Sheet material or employing multiple material that granular polystyrene, phenolic aldehyde, polystyrene foam etc. are made are composited
Heat preservation plate material." interior ", " outward " of internal lobe concrete bodies 31 and siphonal lobe concrete bodies 32 refers to it
It is positioned at the inner side and outer side of body of wall, as broad as long on its structural nature, understand for convenience, below by it
It is referred to as concrete bodies 3 to be described.Assembled composite thermal-insulating wall includes vertical muscle 1 and horizontal bar 2,
The vertical muscle of multiple tracks 1 is woven into a mesh structure with horizontal bar 2, then by pouring vertical muscle with concrete
1 wraps with horizontal bar 2, is formed and wraps up vertical muscle 1 and the concrete bodies 3 of horizontal bar 2.Wherein, exist
After having poured, horizontal bar 2 can stretch out from the both sides of concrete bodies 3.The top of vertical muscle 1 is from mixed
The solidifying soil body 3 upper end is stretched out.Also be previously provided with sleeve 4 in concrete bodies 3, bottom sleeve 4 through extremely
Bottom concrete bodies 3, in the bottom of vertical muscle 1 is set in sleeve 4 and leave bottom concrete bodies 3
Distance.So, from the appearance, concrete bodies 3 will not be stretched out in the bottom of vertical muscle 1.Described set
Cylinder 4 can be welded on vertical muscle 1 bottom in the way of using welding, is so more convenient for when pouring making sleeve
4 positions in concrete bodies 3 and fixing with the relative position of vertical muscle 1.Can certainly use
Sleeve 4 is fixed up by other mode with vertical muscle 1.Here sleeve 4 is divided into upper and lower two parts,
The bottom of vertical muscle 1 is positioned at the top half of sleeve 4.The top of vertical muscle 1 is stretched from concrete bodies 3
The length going out part is set in the length of the interior part of sleeve 4 more than vertical muscle 1 bottom, and this can be interlayer
Articulamentum reserve distance.As such, it is possible to using the body of wall that provides in the present embodiment as upper body of wall and
Lower body of wall assembles.During assembling, cast in situs can be carried out at lower body of wall top, be formed existing
Water the top board of beam or roof, can be complete in the sleeve of body of wall on the vertical muscle then lower body of wall top stretched out
Become assembling, it is not necessary to the vertical muscle of upper and lower body of wall is carried out stirrup colligation, has saved operation, additionally, due to
Up and down the combination of body of wall is without cast in situs, it is to avoid during cast in situs, castable is tied with upper and lower body of wall
Close the most solid problem.During horizontal assembling, the assembled complex heat-preservation that the present embodiment provides
Body of wall can carry out stirrup colligation cast in situs to horizontal bar as existing precast wall body.This reality
Execute wall body structure in the example assembled condition at Lou Jiaochu as it is shown in figure 5, two sandwich wall structures are 90
° splicing, in stitching portion, need horizontal bar is carried out stirrup colligation, in the inner side and outer side of colligation point 34
Carry out cast in situs, to form the cast-in-situ wall 35 in corner.
Embodiment two
Please also refer to Fig. 2, the present embodiment provides one to use assembled composite heat insulating wall in embodiment one
The wall body structure formed after upper body of wall that walling is prefabricated and lower body of wall, and its assembling.Due to upper
Lower wall body structure is the most distinct, describes for convenience, describes in upper body of wall with " first "
Each parts, describe each parts in lower body of wall with " second ", but this can not be considered as the limit to it
Fixed.Specifically, described upper body of wall includes the first vertical muscle 11 and the first of parcel the first vertical muscle 11
Concrete bodies 13 (the first concrete bodies 13 is also classified into the first inner concrete body and the first outer concrete bodies),
The top of the first vertical muscle 11 is stretched out from the first concrete bodies 13, also sets up in the first concrete bodies 13
There is the first sleeve 14, through to the first concrete bodies 13 bottom the first sleeve 14, the first vertical muscle
In the bottom of 11 is set in the first sleeve 14 and leaving distance bottom the first concrete bodies 13, first erects
It is particularly located at the top half of the first sleeve 14 to muscle 11 bottom and is secured to by welding;Lower body of wall
Including the second vertical muscle 21 and second concrete bodies 23 (the second concrete bodies of parcel the second vertical muscle 21
23 are also classified into the second inner concrete body and the second outer concrete bodies), the most lower built-in wall has the second sleeve
(figure does not marks), in the part that the top of the second vertical muscle 21 is stretched out from the second concrete bodies 23 also
Can be divided into upper and lower two parts, lower part is wrapped in articulamentum 24, and upper part is set in the first sleeve
In 14, and the bottom of the top of upper part and upper vertical muscle 11 lower part of body of wall first remains with distance.
Described articulamentum 24 is that cast in situs forms, and can be specifically Cast-in-situ Beam or top board, with by upper and lower both sides
Floor separates.One layer of pulp layer 25 can also be poured above Cast-in-situ Beam and top board tamp, with jointly
Form articulamentum 24.The thickness of pulp layer 25 is much smaller than Cast-in-situ Beam or the thickness of top board, as long as can rise
To tamping effect.So, the body of wall being made up of upper body of wall, lower body of wall and articulamentum it is the formation of
Structure.In this wall body structure, the vertical muscle between upper body of wall and lower body of wall need not stirrup colligation, construction
Time convenient and swift, and it is straight the vertical muscle of upper and lower body of wall can be made on the basis of sleeve 14 to be maintained at same
Line, reduces when assembling in the error laterally produced.Concrete assembling sight is as shown in Figure 4.
Embodiment three
The present embodiment provides a kind of assembled composite thermal-insulating wall utilized in embodiment one to carry out body of wall knot
The construction method of structure assembling, the method specifically includes the steps:
Step one: pour beam body or top board above lower body of wall, makes the vertical muscle at lower body of wall top from connection
Layer stretches out;
Step 2: pour slurry above beam body or top board and tamp;
Pulp layer collectively forms articulamentum with beam body or top board.
Step 3: the vertical muscle in lower body of wall top is placed the sleeve into upper body of wall from the part that articulamentum stretches out
In or,
The sleeve of upper body of wall is socketed in the part that the vertical muscle in lower body of wall top stretches out from articulamentum.
Wherein, upper body of wall and lower body of wall all use the assembled composite thermal-insulating wall described in embodiment one.
Above to assembled composite thermal-insulating wall provided by the utility model and composite thermal-insulating wall structure
It is described in detail.Principle of the present utility model and embodiment are entered by specific case used herein
Having gone elaboration, the explanation of above example is only intended to help to understand core concept of the present utility model.Should
When pointing out, for those skilled in the art, without departing from this utility model principle
Under premise, it is also possible to this utility model is carried out some improvement and modification, these improve and modification also falls into
In this utility model scope of the claims.
Claims (8)
1. assembled composite thermal-insulating wall, it is characterised in that include internal lobe concrete bodies, siphonal lobe concrete
Heat-insulation layer between body and internal lobe concrete bodies and siphonal lobe concrete bodies, internal lobe concrete bodies and siphonal lobe coagulation
Being enclosed with vertical muscle in the soil body, the top of vertical muscle is stretched out from concrete bodies, is additionally provided with in concrete bodies
Sleeve, sleeve bottom is through to concrete bodies, and the bottom of vertical muscle is set in sleeve and and concrete
Distance is left bottom body.
Assembled composite thermal-insulating wall the most according to claim 1, it is characterised in that described vertically
Muscle bottom is set in the top half in sleeve.
Assembled composite thermal-insulating wall the most according to claim 1, it is characterised in that described sleeve
Fix with the bottom of vertical muscle and be connected.
Assembled composite thermal-insulating wall the most according to claim 2, it is characterised in that described vertically
The top of muscle length of extension from concrete bodies is set in what sleeve inner was divided more than vertical muscle bottom
Length.
Assembled composite thermal-insulating wall the most according to claim 1, it is characterised in that also include setting
Putting the horizontal bar in concrete bodies, described horizontal bar at least stretches out from concrete bodies side.
6. a composite thermal-insulating wall structure, it is characterised in that include body of wall and lower body of wall, described on
Body of wall include the first vertical muscle and parcel the first vertical muscle the first concrete bodies, the top of the first vertical muscle from
Stretching out in first concrete bodies, be additionally provided with the first sleeve in the first concrete bodies, the first sleeve bottom is through
To the first concrete bodies, the bottom of the first vertical muscle be set in the first sleeve and with the first concrete bodies
Distance is left in bottom;Lower body of wall includes the second vertical muscle and the second concrete bodies of parcel the second vertical muscle, the
In the part that the top of two vertical muscle is stretched out from the second concrete bodies, lower part is wrapped in articulamentum, on
Part is set in the first sleeve;First concrete bodies includes the first inner concrete body and the first outer concrete
Body, is provided with heat-insulation layer between the first inner concrete body and the first outer concrete bodies;Second concrete bodies bag
Include the second inner concrete body and the second outer concrete bodies, the second inner concrete body and the second outer concrete bodies it
Between be provided with heat-insulation layer.
Composite thermal-insulating wall structure the most according to claim 6, it is characterised in that described articulamentum
Including the one in Cast-in-situ Beam and top board.
Composite thermal-insulating wall structure the most according to claim 7, it is characterised in that described articulamentum
Also include the feed pulp layer being arranged on Cast-in-situ Beam or top board.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201620273548.8U CN205475855U (en) | 2016-04-05 | 2016-04-05 | Assembled compound incubation wall body and compound incubation wall structure |
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CN201620273548.8U CN205475855U (en) | 2016-04-05 | 2016-04-05 | Assembled compound incubation wall body and compound incubation wall structure |
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CN201620273548.8U Expired - Fee Related CN205475855U (en) | 2016-04-05 | 2016-04-05 | Assembled compound incubation wall body and compound incubation wall structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105672533A (en) * | 2016-04-05 | 2016-06-15 | 朱彦超 | Assembled composite insulating wall, composite insulating wall structure and construction method |
CN108149814A (en) * | 2017-11-24 | 2018-06-12 | 上海建工集团股份有限公司 | Load-bearing, heat insulation integrated novel prefabricated assembled shear wall and construction method |
-
2016
- 2016-04-05 CN CN201620273548.8U patent/CN205475855U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105672533A (en) * | 2016-04-05 | 2016-06-15 | 朱彦超 | Assembled composite insulating wall, composite insulating wall structure and construction method |
CN108149814A (en) * | 2017-11-24 | 2018-06-12 | 上海建工集团股份有限公司 | Load-bearing, heat insulation integrated novel prefabricated assembled shear wall and construction method |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 Termination date: 20180405 |
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CF01 | Termination of patent right due to non-payment of annual fee |