CN211114064U - Cantilever structure manufacturing assembly - Google Patents
Cantilever structure manufacturing assembly Download PDFInfo
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- CN211114064U CN211114064U CN201921548547.XU CN201921548547U CN211114064U CN 211114064 U CN211114064 U CN 211114064U CN 201921548547 U CN201921548547 U CN 201921548547U CN 211114064 U CN211114064 U CN 211114064U
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- steel bars
- embedded
- cantilever
- punching
- longitudinal steel
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- 238000004519 manufacturing process Methods 0.000 title claims abstract description 15
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 51
- 239000010959 steel Substances 0.000 claims abstract description 51
- 238000007493 shaping process Methods 0.000 claims abstract description 32
- 238000004080 punching Methods 0.000 claims abstract description 31
- 239000002002 slurry Substances 0.000 claims abstract description 7
- 239000002023 wood Substances 0.000 claims description 8
- 238000010408 sweeping Methods 0.000 claims description 4
- 238000009435 building construction Methods 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 11
- 238000010586 diagram Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000002360 preparation method Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 239000007788 liquid Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011017 operating method Methods 0.000 description 1
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Abstract
A cantilever structure manufacturing assembly relates to the technical field of building construction, and comprises a plurality of structural beam punching and shaping templates, a plurality of pre-embedded longitudinal steel bars, a plurality of pre-embedded transverse steel bars and a rubber ring; the punching qualitative templates form a pouring cavity, and the pouring cavity is used for pouring raw slurry concrete to form a structural beam; a plurality of positioning through holes are formed in the structural beam punching and shaping template, and the fixed ends of the embedded longitudinal steel bars penetrate through the positioning through holes; the embedded transverse steel bars are fixed on the embedded longitudinal steel bars, and the rubber rings are fixed in the positioning through holes. The embedded longitudinal steel bars pass through the positioning through holes of the structural beam punching and shaping template, one end of each embedded longitudinal steel bar is contained in the pouring cavity, and after the raw slurry concrete is poured, the embedded longitudinal steel bars are fixed in the structural beams to form an overhanging structure.
Description
Technical Field
The utility model relates to a construction technical field specifically relates to a structure preparation subassembly encorbelments.
Background
Overhanging refers to an effect that building components achieve using a guy cable structure or other structures. The overhanging structure is one of the common structural forms in engineering structures, such as a rain fly, a cornice, an outer balcony, a porch and the like in building engineering, and the structure is that a beam or a plate is overhung from a main structure to form a cantilever structure.
The structure of encorbelmenting among the prior art, the template support of encorbelmenting building bottommost floor becomes the biggest technological problem, if set up full hall red support scaffold to the floor of encorbelmenting from outdoor ground, the engineering volume is huge, and the degree of difficulty is high, and sets up and all have serious potential safety hazard in use and demolish the process.
Therefore, there is a need for an overhanging structure that can be constructed with low difficulty and with a small amount of work.
SUMMERY OF THE UTILITY MODEL
The utility model provides a technical problem how to provide a structure of encorbelmenting that can the construction degree of difficulty is low, work load is little.
In order to solve the technical problem, an embodiment of the utility model provides an overhanging structure manufacturing assembly, which comprises a plurality of structural beam punching shaping templates, a plurality of pre-buried longitudinal steel bars, a plurality of pre-buried transverse steel bars and a rubber ring; the punching qualitative templates form a pouring cavity, and the pouring cavity is used for pouring raw slurry concrete to form a structural beam; a plurality of positioning through holes are formed in the structural beam punching and shaping template, and the fixed ends of the embedded longitudinal steel bars penetrate through the positioning through holes; the embedded transverse steel bars are fixed on the embedded longitudinal steel bars, and the rubber rings are fixed in the positioning through holes.
In the technical scheme, the device further comprises a structural beam supporting component, an overhanging supporting component, a main beam, a plurality of wood beams and an overhanging punching shaping template; the overhanging punching shaping template is connected with the embedded longitudinal steel bars and the embedded transverse steel bars; the structure beam supporting assembly props against the structure beam, the cantilever supporting assembly is connected with the structure beam supporting assembly, and the main beam is connected with the cantilever supporting assembly; the small beam of the wood purlin is positioned between the main beam and the overhanging punching shaping template.
In the above technical solution, further, the structural beam support assembly is formed by connecting a floor sweeping rod, a vertical rod and a horizontal rod; the cantilever supporting assembly comprises a first inclined supporting rod and a second inclined supporting rod which are parallel to each other, the first inclined supporting rod abuts against the bottom surface of the main beam, and the second inclined supporting rod supports the cantilever punching shaping template.
In the above technical solution, further, one end of each of the vertical rod and the first diagonal brace is provided with a U-shaped top support and a wood purlin.
In the above technical scheme, further, the stiff end of pre-buried longitudinal reinforcement is equipped with the curved anchor of reinforcing bar, the curved anchor ligature of reinforcing bar is in pouring the intracavity.
In the above technical scheme, further, pre-buried longitudinal reinforcement includes two, and two pre-buried longitudinal reinforcement are parallel to each other, and are equipped with a plurality of shaping poles between two pre-buried longitudinal reinforcement.
Compared with the prior art, the utility model discloses technical scheme has following beneficial effect:
the embodiment of the utility model provides a structure preparation subassembly encorbelments, pre-buried longitudinal reinforcement pass through the positioning hole of structure roof beam design template that punches a hole, make its one end holding in pour the intracavity, after pouring former thick liquid concrete, pre-buried longitudinal reinforcement is fixed in the structure roof beam to be used for forming the structure of encorbelmenting, have simple structure, the advantage of simple operation.
Drawings
Fig. 1 is a schematic structural diagram of an overhanging structure manufacturing assembly according to an embodiment of the present invention;
fig. 2 is a schematic view of fixing the pre-buried longitudinal steel bars according to the embodiment of the present invention;
fig. 3 is a schematic structural diagram of an overhanging structure manufacturing assembly according to an embodiment of the present invention;
fig. 4 is a partial enlarged view of fig. 3 at a.
Reference numerals:
11-a structural beam punching and shaping template; 12-bottom support; 13-embedding longitudinal steel bars; 14-embedding transverse steel bars; 15-rubber ring; 16-structural beam support assemblies; 17-a cantilever support assembly; 18-a main beam; 19-small wooden beams; 20-a structural beam; overhanging a punch-pattern (not shown); 131-bending and anchoring the steel bar; 161-ground sweeping pole; 162-vertical rod; 163-horizontal bar; 164-U type top support; 165-wood purlin; 171-a first diagonal strut; 172-second diagonal strut.
Detailed Description
As understood by the technical personnel in the field, as for the background technology, the cantilever structure in the prior art has the defects of large engineering quantity, large construction difficulty and serious potential safety hazard.
The embodiment of the utility model provides an overhanging structure manufacturing assembly, which comprises a plurality of structural beam punching shaping templates, a plurality of pre-buried longitudinal steel bars, a plurality of pre-buried transverse steel bars and a rubber ring; the punching qualitative templates form a pouring cavity, and the pouring cavity is used for pouring raw slurry concrete to form a structural beam; a plurality of positioning through holes are formed in the structural beam punching and shaping template, and the fixed ends of the embedded longitudinal steel bars penetrate through the positioning through holes; the embedded transverse steel bars are fixed on the embedded longitudinal steel bars, and the rubber rings are fixed in the positioning through holes.
The embodiment of the utility model provides a structure preparation subassembly encorbelments, pre-buried longitudinal reinforcement pass through the positioning hole of structure roof beam design template that punches a hole, make its one end holding in pour the intracavity, after pouring former thick liquid concrete, pre-buried longitudinal reinforcement is fixed in the structure roof beam to be used for forming the structure of encorbelmenting, have simple structure, the advantage of simple operation.
In order to make the above objects, features and advantages of the present invention more comprehensible, embodiments of the present invention are described in detail below with reference to the accompanying drawings. It is to be understood that the embodiments described are only some of the embodiments of the present invention, and not all of them. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," and "third" 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," "connected," and "connected" are to be construed broadly, and may be, for example, 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 meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Fig. 1 is a schematic structural diagram of an overhanging structure manufacturing assembly according to an embodiment of the present invention; fig. 2 is the utility model discloses the fixed schematic diagram of pre-buried longitudinal reinforcement.
As shown in fig. 1 and fig. 2, an overhanging structure manufacturing assembly provided by an embodiment of the present invention includes a plurality of structure beams 20, a punching and shaping template 11, a plurality of pre-embedded longitudinal reinforcements 13, a plurality of pre-embedded transverse reinforcements 14, and a rubber ring 15; the punching qualitative templates form a pouring cavity, and the pouring cavity is used for pouring raw slurry concrete to form the structural beam 20; a plurality of positioning through holes are formed in the punching and shaping template 11 of the structural beam 20, and the fixed ends of the embedded longitudinal steel bars 13 penetrate through the positioning through holes; the embedded transverse steel bars 14 are fixed on the embedded longitudinal steel bars 13, and the rubber rings 15 are fixed in the positioning through holes.
The embodiment of the utility model provides a structure of encorbelmenting preparation subassembly, its operating method is as follows:
and combining the punching and shaping templates 11 of the structural beams 20 according to rules to form a pouring cavity in a surrounding manner. The structural beam 20 punching and shaping template 11 is fixed by the bottom support 12, one end of the bottom support 12 is propped against the lower-layer structural beam 20, and the other end is propped against the structural beam 20 punching and shaping template 11. The supporting mode is different from the traditional mode of erecting the supporting scaffold on the outdoor ground, the workload is small, the operation is simpler, and no danger exists.
The embedded longitudinal steel bars 13 pass through the positioning through holes of the punching and shaping template 11 of the structural beam 20, so that one end of the embedded longitudinal steel bars is accommodated in the pouring cavity, and after the original slurry concrete is poured, the embedded longitudinal steel bars 13 are fixed in the structural beam 20 and can be used as a foundation construction overhanging structure.
The rubber ring 15 is arranged on the positioning through hole, so that the pouring process can be avoided, the raw concrete is leaked, and the pouring quality is guaranteed.
In some embodiments, the fixed end of the embedded longitudinal steel bar 13 is provided with a steel bar bent anchor 131, the steel bar bent anchor 131 is bound in the pouring cavity, the steel bar bent anchor 131 is beneficial to binding, and after pouring, the embedded longitudinal steel bar 13 is fixed more firmly.
In some embodiments, the two embedded longitudinal bars 13 are parallel to each other, and a plurality of shape bars are disposed between the two embedded longitudinal bars 13. The shaping rod can ensure the shape of the longitudinal steel bar, avoid the deformation of the longitudinal steel bar and be beneficial to the disassembly of the punching shaping template 11 of the structural beam 20.
More specific structure, see fig. 3 and 4.
Fig. 3 is a schematic structural diagram of an overhanging structure manufacturing assembly according to an embodiment of the present invention; fig. 4 is a partial enlarged view of fig. 3 at a.
As shown in fig. 3 and 4, some embodiments of the present invention, in addition to the structure shown in fig. 1, further include a structural beam 20, a supporting component 16, an overhanging supporting component 17, a main beam 18, a plurality of small beams 19, and an overhanging punch-shaping template (not shown); the overhanging punching shaping template (not shown) is connected with the embedded longitudinal steel bars 13 and the embedded transverse steel bars 14; the structural beam 20 supporting component 16 abuts against the structural beam 20, the overhanging supporting component 17 is connected with the structural beam 20 supporting component 16, and the main beam 18 is connected with the overhanging supporting component 17; the small beam 19 is located between the main beam 18 and the overhanging punch-shaping template (not shown).
Specifically, the support assembly 16 of the structural beam 20 is formed by connecting a sweeping rod 161, a vertical rod 162 and a horizontal rod 163; the overhanging support assembly 17 includes a first inclined support bar 171 and a second inclined support bar 172 parallel to each other, the first inclined support bar 171 is supported on the bottom surface of the main beam 18, and the second inclined support bar 172 supports an overhanging punch-shaping template (not shown).
One end of each of the vertical rod 162 and the first diagonal brace 171 is provided with a U-shaped top support 164 and a wood brace 165.
The U-shaped jacking 164 can adjust the length of the rod body, and further effective support is achieved.
Although the present invention is disclosed above, the present invention is not limited thereto. Various changes and modifications may be effected therein by one of ordinary skill in the pertinent art without departing from the scope or spirit of the present invention, and the scope of the present invention is defined by the appended claims.
Claims (6)
1. A cantilever structure manufacturing assembly is characterized by comprising a plurality of structural beam punching and shaping templates, a plurality of pre-embedded longitudinal steel bars, a plurality of pre-embedded transverse steel bars and a rubber ring; the punching qualitative templates form a pouring cavity, and the pouring cavity is used for pouring raw slurry concrete to form a structural beam; a plurality of positioning through holes are formed in the structural beam punching and shaping template, and the fixed ends of the embedded longitudinal steel bars penetrate through the positioning through holes; the embedded transverse steel bars are fixed on the embedded longitudinal steel bars, and the rubber rings are fixed in the positioning through holes.
2. The cantilever structure manufacturing assembly according to claim 1, further comprising a structural beam supporting assembly, a cantilever supporting assembly, a main beam, a plurality of wood beams and a cantilever punching shaping template; the overhanging punching shaping template is connected with the embedded longitudinal steel bars and the embedded transverse steel bars; the structure beam supporting assembly props against the structure beam, the cantilever supporting assembly is connected with the structure beam supporting assembly, and the main beam is connected with the cantilever supporting assembly; the small beam of the wood purlin is positioned between the main beam and the overhanging punching shaping template.
3. The cantilever structure fabrication assembly of claim 2, wherein the structural beam support assembly is formed by connecting a ground sweeping bar, a vertical bar and a horizontal bar; the cantilever supporting assembly comprises a first inclined supporting rod and a second inclined supporting rod which are parallel to each other, the first inclined supporting rod abuts against the bottom surface of the main beam, and the second inclined supporting rod supports the cantilever punching shaping template.
4. The cantilever structure making assembly according to claim 3, wherein the vertical rod and the first diagonal brace are provided with a U-shaped top support and a wood balk at one end.
5. The cantilever structure manufacturing assembly according to claim 1, wherein a steel bar bent anchor is arranged at a fixed end of the embedded longitudinal steel bar, and the steel bar bent anchor is bound in the pouring cavity.
6. The cantilever structure manufacturing assembly according to claim 1, wherein the two pre-embedded longitudinal steel bars are parallel to each other, and a plurality of shaping rods are arranged between the two pre-embedded longitudinal steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921548547.XU CN211114064U (en) | 2019-09-17 | 2019-09-17 | Cantilever structure manufacturing assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921548547.XU CN211114064U (en) | 2019-09-17 | 2019-09-17 | Cantilever structure manufacturing assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211114064U true CN211114064U (en) | 2020-07-28 |
Family
ID=71696982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921548547.XU Expired - Fee Related CN211114064U (en) | 2019-09-17 | 2019-09-17 | Cantilever structure manufacturing assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211114064U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115559588A (en) * | 2022-11-24 | 2023-01-03 | 中国二十二冶集团有限公司 | Construction Method of Using Sliding Form Support Rod to Support Overhanging Eaves Formwork on Silo Roof |
-
2019
- 2019-09-17 CN CN201921548547.XU patent/CN211114064U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115559588A (en) * | 2022-11-24 | 2023-01-03 | 中国二十二冶集团有限公司 | Construction Method of Using Sliding Form Support Rod to Support Overhanging Eaves Formwork on Silo Roof |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20200728 Termination date: 20210917 |
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| CF01 | Termination of patent right due to non-payment of annual fee |