CN211173214U - A drawknot muscle anchor structure for reinforcing of air wall single face reinforcing bar net - Google Patents
A drawknot muscle anchor structure for reinforcing of air wall single face reinforcing bar net Download PDFInfo
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- CN211173214U CN211173214U CN201921879877.7U CN201921879877U CN211173214U CN 211173214 U CN211173214 U CN 211173214U CN 201921879877 U CN201921879877 U CN 201921879877U CN 211173214 U CN211173214 U CN 211173214U
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Abstract
The utility model discloses a be used for reinforced (rfd) drawknot muscle anchor structure of empty headwall single face reinforcing bar net, the interior wall of empty headwall has arranged and has consolidated reinforcing bar net, drawknot muscle anchor structure includes: a plurality of tie bars passing through the cavity wall; the outer decorative layer is fixed on the outer wall surface of the cavity wall; a plurality of chiseling grooves which are arranged on the outer decoration surface layer and correspond to the tie bars one to one; a plurality of anchoring rib structures secured within each of the gouges; and two ends of each tie bar are bent, one bent end is fixedly hooked with the reinforcing steel bar net, and the other bent end is fixedly hooked with the anchoring bar structure corresponding to the chiseling groove. Thereby effectively realizing the reinforcement of the single-sided reinforcing mesh of the empty hopper wall.
Description
Technical Field
The utility model relates to a building field especially relates to a be used for reinforced (rfd) drawknot muscle anchor structure of empty headwall single face reinforcing bar net.
Background
At present, the traditional industrial building outer wall often adopts a civil air wall building form (particularly in the south of the Yangtze river) in old times, and the air wall is required to be reinforced by a reinforcing mesh concrete surface layer in order to improve the integrity of the original air wall when the building is repaired and reinforced. The existing traditional method is generally a reinforcing mode of a double-faced reinforcing mesh concrete surface layer of an empty bucket wall, and the traditional method always conflicts with the requirement of keeping the characteristics of the traditional building. Due to the special masonry mode of the empty bucket wall, namely the wall body is hollow and through, the reinforcing steel bar mesh of the outer wall and the tie bars of the wall body cannot be pre-embedded by drilling holes like a solid brick wall, so that the anchoring of the tie bars becomes a key technology for defeating the reinforcing scheme of the single-sided reinforcing steel bar mesh of the empty bucket outer wall.
Disclosure of Invention
An object of the utility model is to provide a be used for reinforced (rfd) drawknot muscle anchor structure of empty headwall single face reinforcing bar net, effectively realize empty headwall single face reinforcing bar net and consolidate.
The technical scheme for realizing the purpose is as follows:
a drawknot tendon anchoring structure for reinforcing a single-sided reinforcing mesh of an empty hopper wall, the reinforcing mesh of reinforcing mesh being arranged on an inner wall surface of the empty hopper wall, the drawknot tendon anchoring structure comprising:
a plurality of tie bars passing through the cavity wall;
the outer decorative layer is fixed on the outer wall surface of the cavity wall;
a plurality of chiseling grooves which are arranged on the outer decoration surface layer and correspond to the tie bars one to one; and
a plurality of anchoring rib structures secured within each of the gouges;
and two ends of each tie bar are bent, one bent end is fixedly hooked with the reinforcing steel bar net, and the other bent end is fixedly hooked with the anchoring bar structure corresponding to the chiseling groove.
Preferably, a mortar layer is fixed on the inner wall surface of the empty hopper wall; the reinforcing steel bar mesh is embedded into the mortar layer.
Preferably, the anchoring rib structure comprises two cross-welded anchoring ribs.
Preferably, the tie bar is perpendicular to the wall surface of the cavity wall.
Preferably, each of the gouges is equally spaced apart.
The utility model has the advantages that: the utility model discloses an effectual structural design effectively realizes that empty fill outer wall single face reinforcing bar net consolidates, has strengthened the wholeness of empty wall of fighting. And because the reinforcement mode is more nimble, can satisfy the requirement outside the building better.
Drawings
Fig. 1 is a structural view of a tie bar anchoring structure for reinforcing a single-sided reinforcing mesh of an empty hopper wall according to the present invention;
fig. 2 is a schematic connection diagram of the middle tie bar of the present invention.
Detailed Description
The present invention will be further explained with reference to the accompanying drawings.
Referring to fig. 1 and 2, the present invention provides a tie bar anchoring structure for reinforcing a single-sided reinforcing mesh of an empty hopper wall, wherein a reinforcing mesh 2 is disposed on an inner wall surface of the empty hopper wall 1. The lacing wire anchor structure includes: a plurality of tie bars 4, an outer facing layer 6, a plurality of chisel slots 7 and a plurality of anchoring bar structures 5.
Each tie bar 4 passes empty headwall 1, and is generally perpendicular with the wall of empty headwall 1, can make the anchor more firm. A mortar layer 3 is fixed on the inner wall surface of the empty hopper wall 1; the reinforcing mesh reinforcement 2 is embedded in the mortar layer 3.
The outer decorative layer 6 is fixed on the outer wall surface of the cavity wall 1. The exterior finishing layer 6 is provided with a plurality of chisel grooves 7, and the chisel grooves 7 correspond to the tie bars 4 one by one. The individual chisel slots 7 are typically equally spaced.
The anchoring rib structure 5 is secured in each chisel slot 7. The two ends of each tie bar 4 are bent, one bent end is fixedly hooked with the reinforcing steel bar net 2, and the other bent end is fixedly hooked with the anchoring bar structure 5 in the corresponding chisel groove 7.
Various implementation methods can be chooseed for use as required to anchor muscle structure 5, the utility model discloses in, adopt two cross welded anchor muscle to realize.
The specific implementation is as follows:
1) and (3) binding a reinforcing steel bar net 2 of the empty hopper wall 1 to be reinforced.
2) The outer decoration layer 6 is provided with a chiseling groove 7 and embedded into the anchoring rib structure 5. The size of the anchoring ribs is as follows:
the length is 200 mm.
3) The cavity wall 1 is drilled with pre-penetrated tie bars 4 (the straight hook ends of the tie bars 4 hook the wall body reinforcing steel bar net 2, and the straight ends penetrate through the cavity wall 1), and the straight ends of the tie bars 4 pass through the cavity wall 1 and then are bent into straight hooks to hook the anchoring bar structures 5. A plastering layer is provided in the gouging groove 7 as needed. A mortar layer 3 is provided on the reinforcing mesh reinforcement 2. And erecting a formwork at the inner side of the cavity wall 1, and pouring reinforced concrete.
The above embodiments are provided only for the purpose of illustration, not for the limitation of the present invention, and those skilled in the relevant art can make various changes or modifications without departing from the spirit and scope of the present invention, therefore, all equivalent technical solutions should also belong to the scope of the present invention, and should be defined by the claims.
Claims (5)
1. The utility model provides a be used for reinforced (rfd) drawknot muscle anchor structure of empty fill wall single face reinforcing bar net, the interior wall of empty fill wall has arranged and has consolidated reinforcing bar net which characterized in that, drawknot muscle anchor structure includes:
a plurality of tie bars passing through the cavity wall;
the outer decorative layer is fixed on the outer wall surface of the cavity wall;
a plurality of chiseling grooves which are arranged on the outer decoration surface layer and correspond to the tie bars one to one; and
a plurality of anchoring rib structures secured within each of the gouges;
and two ends of each tie bar are bent, one bent end is fixedly hooked with the reinforcing steel bar net, and the other bent end is fixedly hooked with the anchoring bar structure corresponding to the chiseling groove.
2. The tie bar anchoring structure for reinforcing a single-sided steel mesh of an empty hopper wall as claimed in claim 1, wherein a mortar layer is fixed to the inner wall surface of the empty hopper wall; the reinforcing steel bar mesh is embedded into the mortar layer.
3. A tie bar anchoring structure for the reinforcement of one-sided mesh reinforcement of air-raid shelters according to claim 1, characterised in that said anchoring bar structure comprises two criss-cross welded anchoring bars.
4. The structure of claim 1, wherein the tie bars are perpendicular to the wall surface of the cavity wall.
5. A lacing wire anchoring structure for reinforcing a single face reinforcing mesh of an air scoop wall as defined in claim 1, wherein the chisels are arranged at equal intervals.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921879877.7U CN211173214U (en) | 2019-11-04 | 2019-11-04 | A drawknot muscle anchor structure for reinforcing of air wall single face reinforcing bar net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921879877.7U CN211173214U (en) | 2019-11-04 | 2019-11-04 | A drawknot muscle anchor structure for reinforcing of air wall single face reinforcing bar net |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211173214U true CN211173214U (en) | 2020-08-04 |
Family
ID=71799188
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921879877.7U Active CN211173214U (en) | 2019-11-04 | 2019-11-04 | A drawknot muscle anchor structure for reinforcing of air wall single face reinforcing bar net |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211173214U (en) |
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2019
- 2019-11-04 CN CN201921879877.7U patent/CN211173214U/en active Active
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