CN212358573U - Assembled building balcony structure - Google Patents
Assembled building balcony structure Download PDFInfo
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- CN212358573U CN212358573U CN202020479431.1U CN202020479431U CN212358573U CN 212358573 U CN212358573 U CN 212358573U CN 202020479431 U CN202020479431 U CN 202020479431U CN 212358573 U CN212358573 U CN 212358573U
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- 230000002787 reinforcement Effects 0.000 claims abstract description 19
- 230000000087 stabilizing effect Effects 0.000 claims abstract description 19
- 229910000831 Steel Inorganic materials 0.000 claims abstract 4
- 239000010959 steel Substances 0.000 claims abstract 4
- 239000011150 reinforced concrete Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 230000005540 biological transmission Effects 0.000 abstract description 2
- 238000009434 installation Methods 0.000 abstract description 2
- 238000010923 batch production Methods 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model relates to an assembly type building balcony structure; a support frame is embedded in the bearing column, a stabilizing foot of the support frame is bound with a stressed reinforcement cage in the column, a balcony connecting piece is embedded in the main beam, and the stabilizing foot of the connecting piece is bound with the stressed reinforcement cage in the main beam; trapezoidal overhanging beam is arranged to tip about the building balcony, and trapezoidal overhanging beam tail end department prefabricated T shape trip, T shape trip pass through bolted connection and support frame fixed, arranges the balcony bottom plate in the middle of two trapezoidal overhanging beams, and balcony bottom plate tail end department arranges and balcony connecting piece assorted connecting sleeve, and connecting sleeve binds with the bottom plate steel reinforcement cage, and connecting sleeve passes through bolted connection and is fixed with the balcony connecting piece. The utility model has high assembly degree, convenient construction and installation, less wet operation construction, excellent stress performance and definite force transmission; the concrete frame structure is connected with the building balcony structure stably, meanwhile, batch production and field assembly are facilitated, and the field construction efficiency is improved.
Description
Technical Field
The utility model relates to an assembly type structure balcony structure belongs to building industrialization, assembled concrete frame structure building technical field.
Background
The prefabricated structure can save energy, water and materials, greatly reduces construction waste, reduces noise pollution, reduces labor force consumption and strength, effectively improves construction environment, improves engineering quality, and is a structure worthy of vigorous popularization. From the research and application experience at home and abroad, a prefabricated frame structure, a prefabricated shear wall structure and a prefabricated frame-cast-in-place shear wall (core tube) structure system can be adopted. The load bearing members in the structure may be all prefabricated members or a combination of prefabricated and cast-in-place members. The prefabricated shear wall structure can be divided into a fully prefabricated shear wall structure, a partially prefabricated shear wall structure and a multi-layer shear wall structure which properly reduces the structural performance requirement. The prefabricated frame structure and the frame in the prefabricated frame-cast-in-place shear wall (core barrel) structure are characterized in that all beams and columns adopt prefabricated components, and the joints and the abutted seam connection between the bearing components are designed and constructed according to the same cast-in-place structure requirement. The structure system has the same performance as a cast-in-place structure, and the applicable height, the seismic rating and the design method of the structure are basically the same as those of the cast-in-place structure. The fully-prefabricated shear wall structure means that all the shear walls are assembled by prefabricated components. The abutted seams between the prefabricated walls are basically equal to or slightly lower than a cast-in-place structure, the bearing capacity and deformation requirements of the abutted seams are met through design calculation, and the influence of the abutted seams is considered in the analysis of the whole structure. The structure system is high in prefabrication rate, but the connection structure of the abutted seams is complex, the construction difficulty is high, the structure is difficult to guarantee to be completely equal to a cast-in-place shear wall structure, the current research and engineering practice are not sufficient, and further research work is needed for popularization and application in earthquake areas.
SUMMERY OF THE UTILITY MODEL
Poor, the poor scheduling problem of connected node stability ability in order to solve the connection reliability between the prefabricated construction module, the utility model provides an assembly type building balcony structure.
The utility model adopts the technical scheme as follows:
an assembled building balcony structure comprises bearing columns, main beams, a building balcony, a fence, bolts, bolt holes, balcony connecting pieces, a supporting frame and a stressed reinforcement cage;
a support frame is embedded in the bearing column, an anti-inclination covering plate and a stabilizing foot II of the support frame are bound with the stressed reinforcement cage in the column, and the connecting clamping plate is exposed out of the column body;
a balcony connecting piece is embedded in the main beam, a first stabilizing foot of the connecting piece is bound with a stressed reinforcement cage in the main beam, and the connecting concave plate is exposed out of the beam body;
two trapezoid extending beams are arranged at the bottoms of the left end and the right end of a building balcony, T-shaped clamping tenons are prefabricated at the tail ends of the trapezoid extending beams, bolt holes are reserved in T-shaped clamping tenon webs, clamping grooves are arranged on two sides of the T-shaped clamping tenon webs, and the T-shaped clamping tenons are connected through bolts and fixed with a support frame; a balcony bottom plate is arranged between the two trapezoidal overhanging beams, a circle of enclosing wall is prefabricated at the front ends of the two trapezoidal overhanging beams, a connecting sleeve matched with a balcony connecting piece is arranged at the tail end of the balcony bottom plate, the connecting sleeve is bound with a reinforcing cage of the bottom plate inside the balcony bottom plate and extends into the reinforcing cage of the bottom plate, and the connecting sleeve is connected with the balcony connecting piece through a bolt and fixed; two ladder-shaped extending beams and fence holes are reserved on the enclosure wall on the building balcony, and the fence is inserted into the fence holes and connected with the building balcony.
Furthermore, the balcony connecting piece consists of two first stabilizing feet and a connecting concave plate; the connecting concave plate is prefabricated at the front end of the stabilizing foot, and bolt holes are reserved in the side wall of the connecting concave plate.
Furthermore, the connecting sleeve is a cuboid hollow sleeve, and the inner diameter of the connecting sleeve is matched with the outer diameter of the connecting concave plate; the bolt hole is reserved at the exposed end of the connecting sleeve, and the position of the bolt hole is matched with the side wall of the connecting concave plate.
Furthermore, the connecting concave plate is inserted into the exposed end of the connecting sleeve, and the connecting concave plate and the connecting sleeve are fixed together by the bolt.
Furthermore, the embedded support frame consists of an anti-inclination covering plate, a second stable foot and a connecting clamping plate; the second stabilizing foot is prefabricated on the lower side of the anti-inclination covering plate, the connecting clamping plate is prefabricated on the front side of the anti-inclination covering plate, and the anti-inclination covering plate is pre-buried in the bearing column and is not exposed; the bolt hole is reserved on the side wall of the exposed end of the connecting clamping plate, and the position of the bolt hole is matched with the T-shaped clamping tenon.
Furthermore, the two connecting clamping plates are inserted into clamping grooves on two sides of a T-shaped clamping tenon web plate at the tail end of the trapezoid extending beam, and the flange part of the T-shaped clamping tenon covers the upper end edge of the connecting clamping plate; the bolt (5) fixes the two together.
The utility model has the advantages that:
the utility model has high assembly degree, convenient construction and installation, less wet operation construction, excellent stress performance and definite force transmission; the concrete frame structure and the building balcony structure are connected stably, meanwhile, the mass production and the field assembly are facilitated, the field construction efficiency is improved, the problems that assembly positioning is difficult, node connection is not reliable enough and the like in assembly type connection are effectively solved, and therefore the reliability of node connection is guaranteed.
Drawings
FIG. 1 is a structural view of an assembled building balcony;
FIG. 2 is a front view of FIG. 1;
FIG. 3 is a top view of FIG. 1
FIG. 4 is a view showing the structure of a balcony connector;
FIG. 5 is a view of the structure of the supporting frame;
FIG. 6 is a schematic view of the connection between the balcony connecting member and the stressed reinforcement cage
FIG. 7 is a schematic view showing the connection between the supporting frame and the stressed reinforcement cage
FIG. 8 is a layout view of the balcony connecting members and the supporting frames;
FIG. 9 is a view of the construction of balcony (1);
FIG. 10 is a structural view of a balcony of a building (2);
FIG. 11 is a schematic view of the connection of the connecting sleeve to the bottom plate reinforcement cage;
FIG. 12 is a schematic view of the connection between the supporting frame and the balcony
FIG. 13 is a schematic view of the balcony connecting member and the building balcony
In the figure: 1 is a bearing column, 2 is a main beam, and 3 is a building balcony; 4 is a fence, 5 is a bolt; 6 is a bolt hole; 7 is a balcony connecting piece; 8 is a supporting frame; 9 is a stressed reinforcement cage; 7-1 is a first stabilizing foot; 7-2 is a linking concave plate; 3-1 is a trapezoidal extending beam; 3-2 is a balcony bottom plate; 3-3 is a T-shaped clamping tenon; 3-4 are clamping grooves; 3-5 are fence holes; 3-6 are connecting sleeves; 3-7 is a bottom plate reinforcement cage; 3-8 is a fence; 8-1 is an anti-tilt board; 8-2 connecting clamping plates; 8-3 the second leg is stabilized.
Detailed Description
For further explanation of the present invention, the following detailed description of the present invention is provided with reference to the drawings and examples, which should not be construed as limiting the scope of the present invention.
An assembly type building balcony structure comprises a bearing column 1, a main beam 2, a building balcony 3, a fence 4, a bolt 5, a bolt hole 6, a balcony connecting piece 7, a support frame 8 and a stress reinforcement cage 9;
a support frame 8 is embedded in the bearing column 1, an anti-inclination covering plate 8-1 and a stabilizing leg 8-3 of the support frame 8 are bound with a stressed reinforcement cage 9 in the column, and a connecting clamping plate 8-2 is exposed out of the column body;
a balcony connecting piece 7 is embedded in the main beam 2, a first stabilizing foot 7-1 of the connecting piece is bound with a stressed reinforcement cage 9 in the main beam 2, and a connecting concave plate 7-2 is exposed out of the beam body;
two trapezoid overhanging beams 3-1 are arranged at the bottoms of the left end and the right end of a building balcony 3, T-shaped tenons 3-3 are prefabricated at the tail ends of the trapezoid overhanging beams 3-1, bolt holes 6 are reserved in web plates of the T-shaped tenons 3-3, clamping grooves 3-4 are arranged on two sides of the web plates of the T-shaped tenons 3-3, and the T-shaped tenons 3-3 are connected with a support frame 8 through bolts 5 and fixed; a balcony bottom plate 3-2 is arranged between the two trapezoid overhanging beams 3-1, a circle of enclosing wall 3-8 is prefabricated at the front end of the two trapezoid overhanging beams 3-1, a connecting sleeve 3-6 matched with a balcony connecting piece 7 is arranged at the tail end of the balcony bottom plate 3-2, the connecting sleeve 3-6 is bound with the balcony bottom plate 3-2 inner bottom plate reinforcement cage 3-7 and extends into the bottom plate reinforcement cage 3-7, and the connecting sleeve 3-6 is connected with the balcony connecting piece 7 through a bolt 5 and fixed; the building balcony 3 is provided with two ladder-shaped extending beams 3-1 and fence holes 3-5 reserved on the fence 3-8, and the fence 4 is inserted into the fence holes 3-5 and connected with the building balcony 3.
The following steps: the balcony connecting piece 7 consists of two stabilizing feet I7-1 and a connecting concave plate 7-2; the connecting concave plate 7-2 is prefabricated at the front end of the first stabilizing foot 7-1, and a bolt hole 6 is reserved in the side wall of the connecting concave plate 7-2.
The following steps: the connecting sleeve 3-6 is a cuboid hollow sleeve, and the inner diameter of the connecting sleeve 3-6 is matched with the outer diameter of the connecting concave plate 7-2; the exposed end of the connecting sleeve 3-6 is reserved with a bolt hole 6, and the position of the bolt hole is matched with the side wall of the connecting concave plate 7-2.
The following steps: the connecting concave plate 7-2 is inserted into the exposed end of the connecting sleeve 3-6, and the bolt 5 fixes the two together.
The following steps: the embedded support frame 8 consists of an anti-tilting plate 8-1, a stabilizing foot II 8-3 and a connecting clamping plate 8-2; the second stabilizing foot 8-3 is prefabricated on the lower side of the anti-inclination covering plate 8-1, the connecting clamping plate 8-2 is prefabricated on the front side of the anti-inclination covering plate 8-1, and the anti-inclination covering plate 8-1 is pre-buried in the bearing column 1 and is not exposed; the bolt hole 6 is reserved in the side wall of the exposed end of the connecting clamping plate 8-2, and the position of the bolt hole is matched with that of the T-shaped clamping tenon 3-3.
The following steps: the two connecting clamping plates 8-2 are inserted into clamping grooves 3-4 on two sides of a web plate of the T-shaped clamping tenon 3-3 at the tail end of the trapezoid extending beam 3-1, and the flange part of the T-shaped clamping tenon 3-3 covers the upper end edge of the connecting clamping plate 8-2; bolts 5 secure the two together.
Claims (6)
1. The utility model provides an assembled building balcony structure which characterized in that: the steel bar reinforced concrete balcony comprises a bearing column (1), a main beam (2), a building balcony (3), a fence (4), bolts (5), bolt holes (6), a balcony connecting piece (7), a support frame (8) and a stressed steel bar cage (9);
a support frame (8) is pre-buried on the bearing column (1), an anti-inclination covering plate (8-1) and a stabilizing foot II (8-3) of the support frame (8) are bound with a stressed steel bar cage (9) in the column, and a connecting clamping plate (8-2) is exposed out of the column body;
a balcony connecting piece (7) is embedded in the main beam (2), a first stabilizing foot (7-1) of the connecting piece is bound with a stressed reinforcement cage (9) in the main beam (2), and a connecting concave plate (7-2) is exposed out of the beam body;
two trapezoidal extending beams (3-1) are arranged at the bottoms of the left end and the right end of a building balcony (3), T-shaped tenons (3-3) are prefabricated at the tail ends of the trapezoidal extending beams (3-1), bolt holes (6) are reserved in webs of the T-shaped tenons (3-3), clamping grooves (3-4) are arranged on two sides of the webs of the T-shaped tenons (3-3), and the T-shaped tenons (3-3) are connected through bolts (5) and fixed with a support frame (8); a balcony bottom plate (3-2) is arranged between the two trapezoid overhanging beams (3-1), a circle of enclosing wall (3-8) is prefabricated at the front end of each trapezoid overhanging beam (3-1), a connecting sleeve (3-6) matched with the balcony connecting piece (7) is arranged at the tail end of each balcony bottom plate (3-2), the connecting sleeve (3-6) is bound with the inner bottom plate reinforcement cage (3-7) of the balcony bottom plate (3-2) and extends into the inner bottom plate reinforcement cage (3-7), and the connecting sleeve (3-6) is connected through a bolt (5) and fixed with the balcony connecting piece (7); two ladder-shaped extending beams (3-1) and fence holes (3-5) are arranged on the building balcony (3) and the fence (3-8), and the fence (4) is inserted into the fence holes (3-5) and connected with the building balcony (3).
2. The fabricated building balcony structure of claim 1, wherein: the balcony connecting piece (7) consists of two stabilizing feet I (7-1) and a connecting concave plate (7-2); the connecting concave plate (7-2) is prefabricated at the front end of the first fixing foot (7-1), and a bolt hole (6) is reserved in the side wall of the connecting concave plate (7-2).
3. The fabricated building balcony structure of claim 1, wherein: the connecting sleeve (3-6) is a cuboid hollow sleeve, and the inner diameter of the connecting sleeve (3-6) is matched with the outer diameter of the connecting concave plate (7-2); the exposed end of the connecting sleeve (3-6) is provided with a bolt hole (6) and the position of the bolt hole is matched with the side wall of the connecting concave plate (7-2).
4. The fabricated building balcony structure of claim 1, wherein: the connecting concave plate (7-2) is inserted into the exposed end of the connecting sleeve (3-6), and the connecting concave plate and the connecting sleeve are fixed together by a bolt (5).
5. The fabricated building balcony structure of claim 1, wherein: the embedded support frame (8) consists of an anti-tilting plate (8-1), a stabilizing foot II (8-3) and a connecting clamping plate (8-2); the second stabilizing foot (8-3) is prefabricated on the lower side of the anti-inclination covering plate (8-1), the connecting clamping plate (8-2) is prefabricated on the front side of the anti-inclination covering plate (8-1), and the anti-inclination covering plate (8-1) is pre-buried in the bearing column (1) and is not exposed; the side wall of the exposed end of the connecting clamping plate (8-2) is provided with a bolt hole (6), and the position of the bolt hole is matched with that of the T-shaped clamping tenon (3-3).
6. The fabricated building balcony structure of claim 1, wherein: two connecting clamping plates (8-2) are inserted into clamping grooves (3-4) on two sides of a web plate of a T-shaped clamping tenon (3-3) at the tail end of the trapezoid extending beam (3-1), and the flange part of the T-shaped clamping tenon (3-3) covers the upper end edge of the connecting clamping plate (8-2); the bolt (5) fixes the two together.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020479431.1U CN212358573U (en) | 2020-04-03 | 2020-04-03 | Assembled building balcony structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020479431.1U CN212358573U (en) | 2020-04-03 | 2020-04-03 | Assembled building balcony structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212358573U true CN212358573U (en) | 2021-01-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020479431.1U Expired - Fee Related CN212358573U (en) | 2020-04-03 | 2020-04-03 | Assembled building balcony structure |
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| Country | Link |
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| CN (1) | CN212358573U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270759A (en) * | 2020-04-03 | 2020-06-12 | 沈阳促晋科技有限公司 | A prefabricated building balcony structure |
| CN112779979A (en) * | 2021-01-25 | 2021-05-11 | 无锡市光彩机械制造有限公司 | Mounting structure and construction method of integrated steel type building upper balcony |
| CN117027164A (en) * | 2023-09-21 | 2023-11-10 | 汇通建设集团股份有限公司 | Dry-type connecting node for beam column of assembled concrete frame and connecting method thereof |
-
2020
- 2020-04-03 CN CN202020479431.1U patent/CN212358573U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111270759A (en) * | 2020-04-03 | 2020-06-12 | 沈阳促晋科技有限公司 | A prefabricated building balcony structure |
| CN111270759B (en) * | 2020-04-03 | 2025-01-03 | 中建海龙科技有限公司 | Assembled building balcony structure |
| CN112779979A (en) * | 2021-01-25 | 2021-05-11 | 无锡市光彩机械制造有限公司 | Mounting structure and construction method of integrated steel type building upper balcony |
| CN117027164A (en) * | 2023-09-21 | 2023-11-10 | 汇通建设集团股份有限公司 | Dry-type connecting node for beam column of assembled concrete frame and connecting method thereof |
| CN117027164B (en) * | 2023-09-21 | 2024-05-24 | 汇通建设集团股份有限公司 | Dry-type connecting node for beam column of assembled concrete frame and connecting method thereof |
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Granted publication date: 20210115 |