CN211007024U - Bearing balcony structure for house - Google Patents
Bearing balcony structure for house Download PDFInfo
- Publication number
- CN211007024U CN211007024U CN201921647572.3U CN201921647572U CN211007024U CN 211007024 U CN211007024 U CN 211007024U CN 201921647572 U CN201921647572 U CN 201921647572U CN 211007024 U CN211007024 U CN 211007024U
- Authority
- CN
- China
- Prior art keywords
- frame
- prefabricated
- steel bar
- balcony
- bars
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The utility model discloses a bearing balcony structure for residence, which comprises a concrete balcony board (1), wherein a reticular steel bar frame (2) is arranged in the concrete balcony board (1), the periphery of the reticular steel bar frame (2) is connected with a guardrail frame (3), the middle part of the reticular steel bar frame (2) is connected with a plurality of prefabricated steel bars (4), and the end parts of the prefabricated steel bars (4) are embedded into the wall body; the net-shaped reinforcing steel bar frame (2) is provided with a plurality of V-shaped angle bars (5), and the end parts of the V-shaped angle bars (5) above the prefabricated reinforcing steel bars (4) respectively extend to the two sides of the prefabricated reinforcing steel bars (4). The utility model has the characteristics of stability is high, receive the yawing force intensity good.
Description
Technical Field
The utility model relates to a balcony bearing structure, especially a bearing balcony structure for house.
Background
In a conventional building method for a house balcony, concrete is poured on the balcony by using a supporting template on the basis of a prefabricated frame, so that the prefabricated frame can be wrapped by the concrete; and after the concrete is cured, the supporting template is detached, so that the balcony after the building can keep good stability. However, with the gradual increase of the existing residential buildings and the improvement of the requirement on the balcony stability, the requirement on the bearing capacity and the structural strength of the balcony is higher and higher when the balcony is built, so that the traditional balcony supporting structure is difficult to adapt to the requirement of high-rise buildings on the balcony stability. The main structural strength of the conventional balcony structure is embodied on the load bearing, and the stress strength in the horizontal direction is weaker; the high-rise building can be influenced by external environments such as wind power and the like, and has higher requirements on horizontal stress of the balcony, so that the stability of the traditional balcony structure when being applied to the high-rise residential building is further reduced. Therefore, the balcony structure for the house has the problems of low stability and poor strength of lateral force.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a bearing balcony structure for house. It has the characteristics of high stability and good lateral force strength.
The technical scheme of the utility model: a bearing balcony structure for a house comprises a concrete balcony plate, wherein a net-shaped reinforcing steel bar frame is arranged in the concrete balcony plate, the periphery of the net-shaped reinforcing steel bar frame is connected with a guardrail frame, the middle part of the net-shaped reinforcing steel bar frame is connected with a plurality of prefabricated reinforcing steel bars, and the end parts of the prefabricated reinforcing steel bars are embedded into a wall body; a plurality of V-shaped angle bars are distributed on the reticular steel bar frame, and the end parts of the V-shaped angle bars above the prefabricated steel bars respectively extend to the two sides of the prefabricated steel bars.
In the aforementioned bearing balcony structure for house, the guardrail frame includes a plurality of guardrail posts, and a plurality of guardrail posts are distributed in the outside of concrete balcony board and are welded with the edge of netted reinforcing bar frame each other for C type, and guardrail post upper end extends to above the concrete balcony board and is connected each other through the horizontal pole.
In the aforementioned load-bearing balcony structure for a house, the bottom of the mesh reinforcement frame near one end of the wall body is connected with a plurality of supporting members, the supporting members and the prefabricated reinforcement bars are arranged in a staggered manner, and one side of each supporting member is connected with the embedded plate inside the wall body.
In the bearing balcony structure for the house, the supporting piece comprises a right-angle iron, the outer side of the angle iron is respectively connected with the reticular reinforcing steel bar frame and the embedded plate, and the inner side of the angle iron is provided with the connecting rib plate.
Compared with the prior art, the utility model takes the reticular steel bar frame as the prefabricated frame of the balcony, the stress intensity of the guardrail frame after installation can be effectively improved by connecting the reticular steel bar frame with the surrounding guardrail frames, and the reticular steel bar frame can be matched with the guardrail frame to provide better supporting and bearing effects for the concrete structure of the balcony by the mutual connection and matching of the guardrail columns and the cross rods which are distributed on the concrete balcony board in a C shape, thereby enhancing the stability of the utility model; when the reticular steel bar frame is connected with the prefabricated steel bars, the V-shaped angle bars which are fixed on the reticular steel bar frame and extend to the two sides of the prefabricated steel bars can effectively improve the connection effect of the reticular steel bar frame and the prefabricated steel bars, and the prefabricated steel bars can limit the reticular steel bar frame in the horizontal direction after being connected, so that the lateral force strength of the reticular steel bar frame is improved; through the connection structure of netted reinforcing bar frame and support piece, can also provide the holding power in vertical direction to netted reinforcing bar frame behind with the pre-buried board to further improved the utility model discloses a bearing capacity and stability. Therefore, the utility model has the characteristics of stability is high, receive the yawing force intensity good.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a coupling structure diagram of the support member and the pre-buried plate.
The labels in the figures are: 1-concrete balcony slab, 2-reticular steel bar frame, 3-guardrail frame, 4-prefabricated steel bar, 5-V-shaped angle bar, 6-supporting piece, 7-embedded plate, 301-guardrail column, 302-cross bar, 601-angle iron and 602-connecting rib plate.
Detailed Description
The following description is made with reference to the accompanying drawings and examples, but not to be construed as limiting the invention.
Examples are given. A load-bearing balcony structure for a house is shown in figure 1 and comprises a concrete balcony plate 1, wherein a reticular steel bar frame 2 is arranged in the concrete balcony plate 1, the periphery of the reticular steel bar frame 2 is connected with a guardrail frame 3, the middle part of the reticular steel bar frame 2 is connected with a plurality of prefabricated steel bars 4, and the end parts of the prefabricated steel bars 4 are embedded into a wall body; the net-shaped reinforcing steel bar frame 2 is distributed with a plurality of V-shaped angle bars 5, the V-shaped angle bars 5 are evenly distributed on each support of the net-shaped reinforcing steel bar frame 2, the end parts of the V-shaped angle bars 5 positioned above the prefabricated reinforcing steel bars 4 respectively extend to the two sides of the prefabricated reinforcing steel bars 4, and the V-shaped angle bars 5 can be welded with the two sides of the prefabricated reinforcing steel bars 4 when being fixed.
The guardrail frame 3 comprises a plurality of guardrail columns 301, the plurality of guardrail columns 301 are distributed on the outer side of the concrete balcony slab 1 in a C shape and are welded with the edge of the reticular reinforcement frame 2, and the upper ends of the guardrail columns 301 extend to the upper side of the concrete balcony slab 1 and are connected with each other through cross rods 302; the cross bar 302 on one side of the wall is connected with the wall through an expansion screw, so that the wall can support the concrete balcony slab 1 at two points in the vertical direction.
The bottom of the reticular steel bar frame 2 close to one end of the wall body is connected with a plurality of supporting pieces 6, the supporting pieces 6 and the prefabricated steel bars 4 are arranged in a staggered mode, one side of each supporting piece 6 is connected with an embedded plate 7 positioned in the wall body, and the embedded plates 7 and the prefabricated steel bars 4 are embedded together when the wall body is built; the ends of the concrete balcony slab 1 form, after casting, a sloping platform which completely encloses the supporting element 6.
The supporting piece 6 comprises a right-angle iron 601, the outer side of the angle iron 601 is respectively welded with the mesh reinforcement frame 2 and the embedded plate 7, and the inner side of the angle iron 601 is provided with a connecting rib plate 602.
The utility model discloses a theory of operation: when the utility model is built, the prefabricated steel bar 4 and the pre-embedded plate 7 are pre-embedded in the wall body, and then the reticular steel bar frame 2 is fixed on the prefabricated steel bar 4, so that the reticular steel bar frame 2 and the prefabricated steel bar 4 are firmly connected; the V-shaped angle bars 5 are uniformly arranged on each support of the reticular steel bar frame 2 when the reticular steel bar frame 2 is fixed, and the V-shaped angle bars 5 at the joint of the reticular steel bar frame 2 and the prefabricated steel bars 4 form a wrapping clamp for the prefabricated steel bars 4 when the reticular steel bar frame 2 is fixed, so that the force can be uniformly transmitted to the prefabricated steel bars 4 when the reticular steel bar frame 2 is subjected to lateral force, and the prefabricated steel bars 4 can promote the strength of the concrete balcony slab 1 under the lateral force. After the mesh-shaped steel bar frame 2 is connected with the prefabricated steel bars 4, the supporting piece 6 is welded at the joint of the mesh-shaped steel bar frame 2 and the embedded plate 7, so that the supporting piece 6 can provide upward supporting force for the mesh-shaped steel bar frame 2, and the bearing capacity of the concrete balcony slab 1 is improved. Finally, the guardrail frame 3 and the reticular steel bar frame 2 are welded, concrete is poured to form the concrete balcony slab 1 through the supporting template, and each connecting part and the supporting piece 6 are completely wrapped during the concrete pouring, so that the connecting parts are protected, the stability of the concrete balcony slab 1 is further improved, and the concrete balcony slab 1 has good attractiveness; the V-shaped angle ribs 5 can also improve the connection strength between the mesh reinforcement frame 2 and the concrete, thereby improving the supporting effect of the mesh reinforcement frame 2 on the concrete balcony slab 1. The utility model discloses when using, through guardrail frame 3 and the interconnect of netted reinforcing bar frame 2, can improve guardrail frame 3's stress intensity and stability, avoid appearing not hard up or the problem of overturning, improved the utility model discloses a security.
Claims (4)
1. The utility model provides a bearing balcony structure for house which characterized in that: the concrete balcony slab comprises a concrete balcony slab (1), wherein a mesh reinforcement frame (2) is arranged in the concrete balcony slab (1), the periphery of the mesh reinforcement frame (2) is connected with a guardrail frame (3), the middle part of the mesh reinforcement frame (2) is connected with a plurality of prefabricated reinforcements (4), and the end parts of the prefabricated reinforcements (4) are embedded into a wall body; a plurality of V-shaped angle bars (5) are distributed on the reticular steel bar frame (2), and the end parts of the V-shaped angle bars (5) positioned above the prefabricated steel bars (4) respectively extend to the two sides of the prefabricated steel bars (4).
2. A load-bearing balcony structure for a house according to claim 1, wherein: the guardrail frame (3) comprises a plurality of guardrail columns (301), the guardrail columns (301) are distributed on the outer side of the concrete balcony slab (1) in a C shape and are welded with the edge of the reticular reinforcement frame (2), and the upper ends of the guardrail columns (301) extend to the position above the concrete balcony slab (1) and are connected with each other through cross rods (302).
3. A load-bearing balcony structure for a house according to claim 1, wherein: the bottom of the reticular steel bar frame (2) close to one end of the wall body is connected with a plurality of supporting pieces (6), the supporting pieces (6) and the prefabricated steel bars (4) are arranged in a staggered mode, and one side of each supporting piece (6) is connected with the embedded plate (7) located inside the wall body.
4. A load-bearing balcony structure for a house according to claim 3, wherein: the supporting piece (6) comprises right-angle iron (601), the outer side of the angle iron (601) is connected with the mesh reinforcement frame (2) and the embedded plate (7) respectively, and the inner side of the angle iron (601) is provided with a connecting rib plate (602).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921647572.3U CN211007024U (en) | 2019-09-29 | 2019-09-29 | Bearing balcony structure for house |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921647572.3U CN211007024U (en) | 2019-09-29 | 2019-09-29 | Bearing balcony structure for house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211007024U true CN211007024U (en) | 2020-07-14 |
Family
ID=71478602
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921647572.3U Active CN211007024U (en) | 2019-09-29 | 2019-09-29 | Bearing balcony structure for house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211007024U (en) |
-
2019
- 2019-09-29 CN CN201921647572.3U patent/CN211007024U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100875488B1 (en) | Non-support form system and construction method using the same | |
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN201546435U (en) | Bolted stayed cantilever scaffold | |
| CN105839836B (en) | A kind of precast concrete shear wall component and its construction method | |
| CN201535064U (en) | Template for buildings | |
| CN202969586U (en) | Prefabricated concrete beam-column anchor welding combined structure | |
| CN105239726B (en) | The prefabricated combined special-shaped power consumption post of steel reinforced concrete | |
| CN201416148Y (en) | Symmetrical anchoring rope pull rod shuttering for oblique post | |
| CN106760073A (en) | Assembly concrete lining structural assembly | |
| CN104074392B (en) | A kind of foundation-free plate column type assembling enclosure wall manufacture method | |
| CN206956979U (en) | A kind of Linear shear wall with fore-set | |
| CN211007024U (en) | Bearing balcony structure for house | |
| CN112681514A (en) | Assembly type node sleeve and installation method thereof | |
| CN104746434B (en) | Closure segment formwork system without dismantling outer formwork | |
| WO2008004754A1 (en) | Prefabricated pillar | |
| CN207419692U (en) | Wall frame structure and house frame structure | |
| CN203499082U (en) | Hidden connecting beam for side steel plate rib concrete composite floor slabs | |
| CN203129166U (en) | Pre-fabricated foundation of big-moment bottom flange plate electric pole | |
| CN201695694U (en) | Differently-labeled concrete construction separating device in the same vertical structure of reinforced concrete wall | |
| CN213978605U (en) | Assembled pier stud connection structure | |
| CN205502058U (en) | Pin -connected panel tower crane foundation | |
| CN203113514U (en) | Combined split-mounting-type house device | |
| CN201460373U (en) | Bracing wire bar tower foundation | |
| CN203947861U (en) | A kind of foundation-free plate column type assembling enclosure wall | |
| CN213143380U (en) | Wet-type longitudinal column reinforcing bar beam column high strength concrete connection structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |