CN216587180U - Cast-in-place self-insulation wall system with steel bar keel - Google Patents
Cast-in-place self-insulation wall system with steel bar keel Download PDFInfo
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- CN216587180U CN216587180U CN202122452046.5U CN202122452046U CN216587180U CN 216587180 U CN216587180 U CN 216587180U CN 202122452046 U CN202122452046 U CN 202122452046U CN 216587180 U CN216587180 U CN 216587180U
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Abstract
The utility model discloses a cast-in-place self-insulation wall body system with steel bar keels, which comprises a connecting rod, wherein the outer side of the connecting rod is detachably connected with a left steel bar net rack and a right steel bar net rack through binding wires, the left steel bar net rack is positioned on one side of the right steel bar net rack, the outer side surface of the connecting rod is provided with a through hole, two ends of the connecting rod are respectively provided with a left prefabricated template and a right prefabricated template, the left steel bar net rack and the right steel bar net rack are respectively composed of an angle iron frame, vertical steel bars and transverse steel bars, and multiple groups of vertical steel bars and transverse steel bars are welded on the inner wall of the angle iron frame. This cast-in-place self preservation temperature wall body system of steel joist arranges prefabricated template through putting at the exterior wall, then places left reinforcing bar rack and right reinforcing bar rack structure in the template, directly pours light self preservation temperature thick liquids, treats to condense back become integrative wall body, and construction convenience just can not appear the crack, has guaranteed the heat preservation of wall body, gives sound insulation and fireproof effect.
Description
Technical Field
The utility model relates to the technical field of heat preservation walls, in particular to a cast-in-place self-heat preservation wall body system with steel bar keels.
Background
In the prior art, after a frame structure of a frame building is completed, an outer wall is built by adding building blocks, the construction is complicated, manpower is wasted, cracks are inevitably generated between the adding building blocks to influence the heat preservation and sound insulation effects of the wall, and therefore a steel keel cast-in-place self-insulation wall body system is provided.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a reinforced keel cast-in-place self-insulation wall system to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme: cast-in-place self preservation temperature wall body system of steel bar keel, including the connecting rod, the outside of connecting rod can be dismantled through pricking the silk and be connected with left steel bar net rack and right steel bar net rack, left side steel bar net rack is located one side of right steel bar net rack, the perforation has been seted up on the outside surface of connecting rod, there are left prefabricated template and right prefabricated template at the both ends of connecting rod respectively, left side steel bar net rack and right steel bar net rack constitute by angle iron frame, vertical reinforcing bar and horizontal reinforcing bar, the inner wall welding of angle iron frame has multiunit vertical reinforcing bar and horizontal reinforcing bar.
Preferably, the number of the perforations is provided with a plurality of groups.
Preferably, the interval of left reinforcing bar net rack and left prefabricated template and the interval of right reinforcing bar net rack and right prefabricated template are 2 CM.
Preferably, the connecting rod is made of a composite polymer material.
Preferably, the multiple groups of vertical steel bars and the multiple groups of transverse steel bars are arranged in a cross manner, and the space between every two adjacent vertical steel bars and the space between every two adjacent transverse steel bars are 15-20 CM.
Preferably, the vertical steel bars and the multiple groups of transverse steel bars are made of any one of round steel or deformed steel bars with the thickness of 50-200 MM.
Compared with the prior art, the utility model has the beneficial effects that: this cast-in-place self preservation temperature wall body system of steel joist arranges prefabricated template through putting at the exterior wall, then places left reinforcing bar rack and right reinforcing bar rack structure in the template, directly pours light self preservation temperature thick liquids, treats to condense back become integrative wall body, and construction convenience just can not appear the crack, has guaranteed the heat preservation of wall body, gives sound insulation and fireproof effect.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a connecting rod according to the present invention;
fig. 3 is a schematic view of the left steel bar net rack structure of the utility model.
In the figure: 1. a connecting rod; 2. a left steel bar net rack; 3. a right steel bar net rack; 4. a left prefabricated template; 5. a right prefabricated template; 6. perforating; 7. an angle iron frame; 8. vertical reinforcing steel bars; 9. and transverse reinforcing steel bars.
Detailed Description
In order to make the technical means, the creation characteristics, the achievement purposes and the effects of the utility model easy to understand, the utility model is further described with the specific embodiments.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "front", "rear", "both ends", "one end", "the other end", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it is to be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "connected," and the like are to be construed broadly, such as "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-3, the present invention provides a technical solution: a reinforced keel cast-in-place self-insulation wall system comprises a connecting rod 1, wherein the connecting rod 1 is made of a composite polymer material, the strength of the connecting rod 1 is improved, the outer side of the connecting rod 1 is detachably connected with a left reinforced net rack 2 and a right reinforced net rack 3 through binding wires, the left reinforced net rack 2 is positioned on one side of the right reinforced net rack 3, the outer side surface of the connecting rod 1 is provided with a plurality of groups of through holes 6, the number of the through holes 6 is provided with a plurality of groups, the binding wires are conveniently penetrated into the through holes 6 to bind the connecting rod 1 and a steel wire mesh 7, two ends of the connecting rod 1 are respectively provided with a left prefabricated template 4 and a right prefabricated template 5, the left reinforced net rack 2 and the right reinforced net rack 3 are composed of angle iron frames 7, vertical reinforcing steel bars 8 and transverse reinforcing steel bars 9, the inner wall of the angle iron frames 7 is welded with a plurality of groups of vertical reinforcing steel bars 8 and transverse reinforcing steel bars 9, the plurality of groups of vertical reinforcing steel bars 8 and the transverse reinforcing steel bars 9 are arranged in a cross way, adjacent interval between the vertical reinforcement 8 is adjacent the equal 15CM ~ 20CM of interval between the horizontal reinforcing bar 9, vertical reinforcement 8 and multiunit horizontal reinforcing bar 9 all adopt arbitrary one of 50 ~ 200 MM's round steel or screw-thread steel to make, have improved left reinforcing bar rack 2 and right reinforcing bar rack 3's bulk strength, left side reinforcing bar rack 2 is 2CM with the interval of left prefabricated template 4 and the interval of right reinforcing bar rack 3 and right prefabricated template 5, can pour the light self preservation temperature thick liquids of 2 CM.
The working principle is as follows: at first, arrange left prefabricated template 4 and right prefabricated template 5 in the corresponding position of outer wall, reuse and tie the silk with connecting rod 1 and bind fixedly with left reinforcing bar rack 2 and right reinforcing bar rack 3 respectively, then put into left prefabricated template 4 and right prefabricated template 5 with left reinforcing bar rack 2 and right reinforcing bar rack 3 between for the both ends of connecting rod 1 support and lean on between left prefabricated template 4 and right prefabricated template 5, pour light self preservation temperature thick liquids between left prefabricated template 4 and right prefabricated template 5 at last.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. Cast-in-place self preservation temperature wall body system of steel reinforcement fossil fragments includes connecting rod (1), its characterized in that: the outside of connecting rod (1) can be dismantled through pricking the silk and be connected with left reinforcing bar rack (2) and right reinforcing bar rack (3), left side reinforcing bar rack (2) are located one side of right reinforcing bar rack (3), perforation (6) have been seted up on the outside surface of connecting rod (1), the both ends of connecting rod (1) have left prefabricated template (4) and right prefabricated template (5) respectively, left side reinforcing bar rack (2) and right reinforcing bar rack (3) constitute by angle iron frame (7), vertical reinforcing bar (8) and horizontal reinforcing bar (9), the inner wall welding of angle iron frame (7) has multiunit vertical reinforcing bar (8) and horizontal reinforcing bar (9).
2. The cast-in-place self-insulation wall system with steel reinforcement keels as claimed in claim 1, wherein: the number of the perforations (6) is provided with a plurality of groups.
3. The cast-in-place self-insulation wall system with steel reinforcement keels as claimed in claim 1, wherein: the interval of left side reinforcing bar net rack (2) and left prefabricated template (4) and the interval of right reinforcing bar net rack (3) and right prefabricated template (5) are 2 CM.
4. The cast-in-place self-insulation wall system with steel reinforcement keels as claimed in claim 1, wherein: the connecting rod (1) is made of a composite polymer material.
5. The cast-in-place self-insulation wall system with steel reinforcement keels as claimed in claim 1, wherein: the multiple groups of vertical steel bars (8) and the multiple groups of transverse steel bars (9) are arranged in a cross mode, and the distance between every two adjacent vertical steel bars (8) and the distance between every two adjacent transverse steel bars (9) are all 15-20 CM.
6. The cast-in-place self-insulation wall system with steel reinforcement keels as claimed in claim 1, wherein: vertical reinforcing bar (8) and multiunit horizontal reinforcing bar (9) all adopt any one of 50 ~ 200 MM's round steel or screw-thread steel to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122452046.5U CN216587180U (en) | 2021-10-12 | 2021-10-12 | Cast-in-place self-insulation wall system with steel bar keel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122452046.5U CN216587180U (en) | 2021-10-12 | 2021-10-12 | Cast-in-place self-insulation wall system with steel bar keel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216587180U true CN216587180U (en) | 2022-05-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122452046.5U Active CN216587180U (en) | 2021-10-12 | 2021-10-12 | Cast-in-place self-insulation wall system with steel bar keel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216587180U (en) |
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2021
- 2021-10-12 CN CN202122452046.5U patent/CN216587180U/en active Active
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