CN212271392U - Light thermal insulation wall - Google Patents
Light thermal insulation wall Download PDFInfo
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- CN212271392U CN212271392U CN202021841045.9U CN202021841045U CN212271392U CN 212271392 U CN212271392 U CN 212271392U CN 202021841045 U CN202021841045 U CN 202021841045U CN 212271392 U CN212271392 U CN 212271392U
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Abstract
The utility model provides a light thermal insulation wall, includes a plurality of steel bar truss H shaped steel that sets up along left right direction interval, the equal vertical setting of length direction of every steel bar truss H shaped steel, between the front side of all steel bar truss H shaped steels and between the rear side respectively vertically be provided with preceding glass fiber net check cloth and back glass fiber net check cloth, pour the lightweight concrete in the rectangle space that forms between preceding glass fiber net check cloth and the back glass fiber net check cloth. The utility model discloses weight is lighter relatively, and sound construction, bearing capacity are good, and the heat conductivity is low, and thermal-insulated heat insulating ability is good, and the construction is convenient, and the efficiency of construction is high, and low cost is applicable to the wall body construction in multiple place.
Description
Technical Field
The utility model relates to a civil engineering technical field especially relates to a light thermal insulation wall.
Background
With the development of material technology, various building materials with special functions are continuously emerged, and more choices are brought to modern building design and construction. In order to reduce energy consumption, heat insulation materials are increasingly selected for indoor walls. The first type is that the wall is directly stacked by heat-insulating materials, the heat-insulating effect is good, but the structure is fragile, the pressure bearing capacity is poor, and the second type is that the surface of a common wall is covered by heat-insulating materials, so that the structure is firm, but the cost is high, and the heat-insulating effect is relatively weak.
SUMMERY OF THE UTILITY MODEL
The utility model discloses the main technical problem who solves provides a light thermal insulation wall body that structural strength is high, the heat preservation effect is good.
In order to solve the technical problem, the utility model discloses a following technical scheme: the utility model provides a light thermal insulation wall, includes a plurality of steel bar truss H shaped steel that sets up along left right direction interval, the equal vertical setting of length direction of every steel bar truss H shaped steel, between the front side of all steel bar truss H shaped steels and between the rear side respectively vertically be provided with preceding glass fiber net check cloth and back glass fiber net check cloth, pour the lightweight concrete in the rectangle space that forms between preceding glass fiber net check cloth and the back glass fiber net check cloth.
The steel bar truss H shaped steel corresponds two risers of just vertical setting including the front and back, connects as an organic wholely through a plurality of short reinforcing bars that are located a vertical plane between the middle part of two risers, and wherein a short reinforcing bar on upper portion and a short reinforcing bar of lower part all set up along the fore-and-aft direction level, and all the other short reinforcing bars all incline to arrange and top-down is end to end in proper order, forms V type structure between two adjacent short reinforcing bars.
The horizontal distance between the planes at the short steel bars of two adjacent steel bar truss H-shaped steel is 300mm, and the distance between the two vertical plates of the steel bar truss H-shaped steel is 200 mm.
The front glass fiber mesh cloth and the rear glass fiber mesh cloth are respectively stuck on the vertical plates on the front side and the rear side of the steel bar truss H-shaped steel through glue solutions.
The vertical plate is made of a long steel plate, channel steel or angle steel.
A plurality of transverse long steel bars pre-embedded inside the lightweight concrete are horizontally arranged between the vertical plate on the front side and the vertical plate on the rear side along the left-right direction, the transverse long steel bars are evenly arranged at intervals along the height direction, and the transverse long steel bars and the crossed short steel bars are welded into a whole.
By adopting the technical scheme, when in construction, a plurality of steel bar truss H-shaped steels are arranged at intervals at the positions to be poured on the wall body, one steel bar truss H-shaped steel is placed at intervals of 300mm, all the vertical plates at the front side and the rear side are adjusted to be respectively positioned on the same vertical plane, then the transverse long reinforcing steel bars are arranged in place and welded with the short reinforcing steel bars into a whole, one end of each transverse reinforcing steel bar is bent into a hook to be connected with the transverse reinforcing steel bar of the wall body to be cast, the other side of the transverse reinforcing steel bar is vertically connected with the wall body, then the front glass fiber mesh cloth and the back glass fiber mesh cloth are respectively bonded on the front side surface and the back side surface of the vertical plate, and (3) respectively erecting templates on the front side of the front glass fiber mesh cloth and the rear side of the rear glass fiber mesh cloth, pouring light concrete into a cavity formed between the templates on the front side and the rear side, solidifying to form a light heat-insulating wall body, and finally constructing plastering mortar on the front side of the front glass fiber mesh cloth and the outer surface of the rear glass fiber mesh cloth.
The steel bar truss H-shaped steel is simple in manufacturing process and low in cost, the bearing capacity is high, the weight and the heat conductivity of the concrete wall are reduced due to the spaced arrangement of the steel bar truss H-shaped steel, the concrete pouring cost is reduced, and the structural strength is high. The front glass fiber mesh cloth and the rear glass fiber mesh cloth which are respectively arranged at the front side layer and the rear side layer of the wall body play a role in stress dispersion, and jointly form a protective surface layer of an outer heat insulation system together with the plastering mortar, so that the surface layer crack caused by natural temperature, humidity change and accidental impact is resisted, the weight is light, the cost is low, and the wall surface crack is prevented.
Concrete is poured when the steel bar truss H-shaped steel is placed, so that the using amount of the concrete is reduced, the weight is reduced, and the stress strength is high. The utility model discloses weight is lighter relatively, and sound construction, bearing capacity are good, and the heat conductivity is low, and thermal-insulated heat insulating ability is good, and the construction is convenient, and the efficiency of construction is high, and low cost is applicable to the wall body construction in multiple place.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
FIG. 2 is a top view of FIG. 1;
fig. 3 is an enlarged view of the H-section of the steel truss of fig. 1.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely below, and it should be apparent that the described embodiments are only some embodiments of the present invention, but not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Please refer to fig. 1-3, the utility model relates to a light thermal insulation wall, include a plurality of steel bar truss H shaped steel 1 that sets up along controlling the direction interval, the equal vertical setting of length direction of every steel bar truss H shaped steel 1, between the front side of all steel bar truss H shaped steels 1 and between the rear side respectively vertically be provided with preceding glass fiber net check cloth 2 and back glass fiber net check cloth 3, pour the lightweight concrete in the rectangle space that forms between preceding glass fiber net check cloth 2 and the back glass fiber net check cloth 3.
The steel bar truss H-shaped steel 1 corresponds two risers 4 of just vertical setting including the front and back, connects as an organic wholely through a plurality of short reinforcing bars 5 that are located a vertical plane between the middle part of two risers 4, wherein a short reinforcing bar 5 of overhead and a short reinforcing bar 5 of bottommost all set up along the fore-and-aft direction level, and all the other short reinforcing bars 5 all incline to arrange and top-down is end to end in proper order, forms V type structure between two adjacent short reinforcing bars 5.
The horizontal distance between the planes where the short steel bars 5 of the two adjacent steel bar trusses H-shaped steel 1 are located is 300mm, and the distance between the two vertical plates 4 of the steel bar trusses H-shaped steel 1 is 200 mm.
The front glass fiber mesh cloth 2 and the rear glass fiber mesh cloth 3 are respectively stuck on the vertical plates 4 on the front side and the rear side of the steel bar truss H-shaped steel 1 through glue solutions.
The vertical plate 4 is made of a long steel plate, channel steel or angle steel.
A plurality of transverse long steel bars 6 pre-buried inside the lightweight concrete are horizontally arranged between the vertical plate 4 on the front side and the vertical plate 4 on the rear side along the left-right direction, the plurality of transverse long steel bars 6 are evenly arranged at intervals along the height direction, and the transverse long steel bars 6 and the crossed short steel bars 5 are welded into a whole.
When the utility model is in construction, a plurality of steel bar truss H-shaped steel 1 are arranged at the positions of the wall body to be poured at intervals, one steel bar truss H-shaped steel is arranged at intervals of 300mm, all the front vertical plates and the rear vertical plates are adjusted to be respectively positioned on the same vertical plane, then the transverse long reinforcing steel bars 6 are arranged in place and welded with the short reinforcing steel bars 5 into a whole, one end of each transverse reinforcing steel bar is bent into a hook to be connected with the transverse reinforcing steel bar of the wall body to be cast, the other side of the transverse reinforcing steel bar is vertically connected with the wall body, then the front glass fiber mesh cloth 2 and the back glass fiber mesh cloth 3 are respectively stuck on the front side and the back side of the vertical plate 4, respectively erecting templates on the front side of the front glass fiber gridding cloth 2 and the rear side of the rear glass fiber gridding cloth 3, pouring light concrete into a cavity formed between the templates on the front side and the rear side, forming a light heat-insulating wall body after solidification, and finally constructing rendering adhesive cement on the front side of the front glass fiber gridding cloth 2 and the outer surface of the rear glass fiber gridding cloth 3.
The manufacturing process of the steel bar truss H-shaped steel 1 is simple, the cost is low, the bearing capacity is strong, the weight and the heat conductivity of the concrete wall are reduced due to the spaced arrangement of the steel bar truss H-shaped steel 1, the concrete pouring cost is reduced, and the structural strength is high. The front glass fiber mesh cloth 2 and the back glass fiber mesh cloth 3 which are respectively arranged at the front side layer and the back side layer of the wall body play a role in stress dispersion, and jointly form a protective surface layer of an external heat insulation system together with finishing mucilage, so that the surface layer crack caused by natural temperature, humidity change and accidental impact is resisted, the weight is light, the cost is low, and the wall surface crack is prevented.
The above only is the embodiment of the present invention, not limiting the patent scope of the present invention, all of which utilize the equivalent structure or equivalent flow transformation made by the content of the specification of the present invention, or directly or indirectly applied to other related technical fields, all included in the same way in the patent protection scope of the present invention.
Claims (6)
1. A light thermal insulation wall body is characterized in that: including a plurality of steel bar truss H shaped steel that sets up along controlling the direction interval, the equal vertical setting of length direction of every steel bar truss H shaped steel, between the front side of all steel bar truss H shaped steels and between the rear side respectively vertically be provided with preceding glass fiber net check cloth and back glass fiber net check cloth, pour the lightweight concrete in the rectangle space that forms between preceding glass fiber net check cloth and the back glass fiber net check cloth.
2. The lightweight thermal insulating wall according to claim 1, wherein: the steel bar truss H shaped steel corresponds two risers of just vertical setting including the front and back, connects as an organic wholely through a plurality of short reinforcing bars that are located a vertical plane between the middle part of two risers, and wherein a short reinforcing bar on upper portion and a short reinforcing bar of lower part all set up along the fore-and-aft direction level, and all the other short reinforcing bars all incline to arrange and top-down is end to end in proper order, forms V type structure between two adjacent short reinforcing bars.
3. The lightweight thermal insulating wall according to claim 2, characterized in that: the horizontal distance between the planes at the short steel bars of two adjacent steel bar truss H-shaped steel is 300mm, and the distance between the two vertical plates of the steel bar truss H-shaped steel is 200 mm.
4. The lightweight thermal insulating wall according to claim 2, characterized in that: the front glass fiber mesh cloth and the rear glass fiber mesh cloth are respectively stuck on the vertical plates on the front side and the rear side of the steel bar truss H-shaped steel through glue solutions.
5. The lightweight thermal insulating wall according to claim 2, characterized in that: the vertical plate is made of a long steel plate, channel steel or angle steel.
6. The lightweight thermal insulating wall according to claim 2, characterized in that: a plurality of transverse long steel bars pre-embedded inside the lightweight concrete are horizontally arranged between the vertical plate on the front side and the vertical plate on the rear side along the left-right direction, the transverse long steel bars are evenly arranged at intervals along the height direction, and the transverse long steel bars and the crossed short steel bars are welded into a whole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021841045.9U CN212271392U (en) | 2020-08-28 | 2020-08-28 | Light thermal insulation wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021841045.9U CN212271392U (en) | 2020-08-28 | 2020-08-28 | Light thermal insulation wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212271392U true CN212271392U (en) | 2021-01-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021841045.9U Active CN212271392U (en) | 2020-08-28 | 2020-08-28 | Light thermal insulation wall |
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| CN (1) | CN212271392U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851860A (en) * | 2020-08-28 | 2020-10-30 | 河南昌煜科技有限公司 | Light thermal insulation wall |
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2020
- 2020-08-28 CN CN202021841045.9U patent/CN212271392U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111851860A (en) * | 2020-08-28 | 2020-10-30 | 河南昌煜科技有限公司 | Light thermal insulation wall |
| CN111851860B (en) * | 2020-08-28 | 2024-06-14 | 河南昌煜科技有限公司 | Light heat-insulating wall |
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