CN105756186A - Assembly type prefabricated truss balcony and installation method therefor - Google Patents
Assembly type prefabricated truss balcony and installation method therefor Download PDFInfo
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- CN105756186A CN105756186A CN201610287805.8A CN201610287805A CN105756186A CN 105756186 A CN105756186 A CN 105756186A CN 201610287805 A CN201610287805 A CN 201610287805A CN 105756186 A CN105756186 A CN 105756186A
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- built
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/003—Balconies; Decks
Abstract
The invention discloses an assembly type prefabricated truss balcony and an installation method therefor. The assembly type prefabricated truss balcony comprises a balcony slab, two first embedded parts, two second embedded parts, two first connecting pieces and two second connecting pieces, wherein the balcony slab is fixedly mounted between the two first connecting pieces; one end of any first embedded part and one end of any second embedded part are both embedded in a main body structure; and one end of the corresponding first connecting piece is fixedly connected with the second embedded part, and the other end of the corresponding first connecting piece is fixedly connected with the first embedded part through the corresponding second connecting piece. The prefabricated truss balcony disclosed by the invention is convenient and quick to mount; no form erecting and concrete pouring are required on site; the number of temporary supports is greatly reduced; and the purpose of improving the installation efficiency and construction quality is achieved.
Description
Technical field
The present invention relates to Structural Engineering field, be specifically related to a kind of prefabricated truss balcony and installation method thereof.
Background technology
China is in the important stage of industrialization, urbanization accelerated development, and in the particularly thorny stage that to be environmental constraints fast-developing with economic society, energy-saving and emission-reduction form is severe, traditional architecture industry exist power consumption big, to problems such as environmental perturbation are big.Therefore, since 2013, the file such as China's successively issue " green building action scheme ", " the some suggestions about advancing construction industry development and reform ", call with Green energy-saving buildings for purport, with prefabrication for the main mode of production, walk the road of novel building industrialization, it is achieved building economy positive transition is upgraded.
In prefabrication, balcony etc. are conventional building secondary structure components, and utilization rate is high.Therefore, the primary stage of prefabrication development at home, the preferential prefabricated and simple and easy assemblingization solving the secondary members such as balcony, it is possible to be effectively improved building assembly rate, progressively promote the development of building industrialization.
At present, domestic assembly concrete balcony adopts overlapping balcony slab, concrete cast-in-situ is adopted with agent structure connecting portion, but this kind of connected mode construction complexity, prefabricated balcony connect that reinforcing bar conflicts with agent structure reinforcing bar Existential Space position, node area reinforcing bar closeness is big, concrete not easily vibrates and maintenance, difficulty of construction greatly, construction quality is difficult to ensure that.Further, overlapping balcony slab need to be worn moustache muscle in advance, and reinforcing bar is easily subject to disturbance.Additionally, due to the complicated connecting structure of prefabricated balcony and agent structure component, extremely disadvantageous in the standardization of adjacent architectural peripheral protective component and agent structure, it is greatly increased production difficulty and construction cost.
Summary of the invention
It is an object of the invention to provide a kind of prefabricated truss balcony, to solve in prior art owing to adopting overlapping balcony slab and the agent structure reinforcing bar that produces is vulnerable to the problem that disturbance, difficulty of construction be big, construction quality is difficult to ensure that, simplify installation procedure, accelerate the speed of application of integrated engineering, on-the-spot without rear pouring concrete, reduce the quantity of temporary support, it is ensured that construction quality.
The present invention is achieved through the following technical solutions:
A kind of prefabricated truss balcony, including balcony slab, and connect assembly for described balcony slab to be fixed two groups be connected with agent structure, described balcony slab includes plate body and two metal connecting pieces, described metal connecting piece is for being fixedly installed between two connection assemblies by described plate body, two groups connect inter-module every setting, and arbitrary connection assembly includes the first built-in fitting, second built-in fitting, first connector and the second connector, one end of one end of described first built-in fitting and described second built-in fitting is embedded in agent structure all in advance, one end of described first connector is fixing with described second built-in fitting to be connected, the other end is connected by described second connector and described first built-in fitting are fixing.
Further, described plate body is precast slab.
Further, described plate body includes two side and end walls, run through in described plate body and have at least one reinforcing bar, and the two ends of arbitrary reinforcing bar stretch out the two side of described plate body respectively, for welding with described metal connecting piece, described plate body and two metal connecting pieces are made to be fixedly connected with, the end wall of described plate body and agent structure phase close neighbour.
Further, arbitrary metal connecting piece includes vertical section and coordinates sections in the two of end, the described vertical section two ends horizontally extending formation of difference, described vertical section and described sidewall phase close neighbour, and be fixedly connected with the reinforcing bar stretching out described sidewall, described cooperation section is connected for fixing with described first connector.
Further, described plate body offers the depression matched with described cooperation section so that described cooperation section can be placed in the depression of this correspondence.
Further, the first corresponding built-in fitting and the center of gravity of the second built-in fitting are on same vertical curve, and the level height of described first built-in fitting is higher than the level height of described second built-in fitting.
Further, described first built-in fitting includes the first dowel, the first anchor slab and the first linkage section, described first dowel and described first linkage section are fixedly arranged on the heteropleural of described first anchor slab, described first dowel is fixed in agent structure, described first anchor slab and agent structure phase close neighbour, described first linkage section is for matching with described second connector.
Further, described second built-in fitting includes the second dowel of fixing connection and described second anchor slab, described second dowel is fixed in agent structure, described second anchor slab and agent structure phase close neighbour, and described second anchor slab matches with described first connector away from the side of described second dowel.
Further, described first connector includes transverse arm section and connecting portion, one end of described transverse arm section is fixing with described second anchor slab to be connected, the other end is fixing connects described connecting portion, the center line of the center line of described transverse arm section and described second built-in fitting coincides, described transverse arm is fixing with the cooperation section of described metal connecting piece to be connected, described plate body is made to be installed on above described two transverse arms, described balcony slab is along being perpendicular to length on described transverse arm direction more than the distance between inside two transverse arms, and less than the distance between outside two transverse arms.
The application also provides for the installation method of a kind of prefabricated truss balcony, comprises the following steps:
Second dowel of the first dowel of two the first built-in fittings and two the second built-in fittings is embedded in agent structure respectively in advance, and the center of gravity of the first built-in fitting of maintenance correspondence and the second built-in fitting is on same vertical curve, two corresponding the first built-in fittings are at same level height, and two corresponding the second built-in fittings are at same level height；
Two first connectors are lifted respectively to position to be installed, the center line of transverse arm section keeping this first connector coincides with the center line of corresponding second built-in fitting, and temporary support is set under this first connector, then it is welded and fixed this first connector and corresponding second built-in fitting；
By balcony slab lifting to position to be installed, it is held on two first connectors, and two metal connecting pieces on described balcony slab are welded and fixed with two transverse arm sections respectively；
Being connected by connector is fixing with the first linkage section of the first built-in fitting one end of second connector, the other end and the first connector connect by connector is fixing, then remove temporary support, i.e. complete the installation of precast truss frame balcony.
The present invention compared with prior art, has such advantages as and beneficial effect:
1, this application provides a kind of prefabricated truss balcony can being quick mounting in agent structure, industrialization degree is high, it is capable of factorial praluction, on-the-spot Fast Installation, only need at the construction field (site) to connect (welding) by fixing to the second built-in fitting and the first connector, balcony slab and the first connector are welded, it is connected (bolt connection) by fixing with the first built-in fitting and the first connector respectively for the second connector, the installation of balcony can be completed, on-the-spot without casting concrete, without formwork, the connection that can quickly realize balcony and agent structure is installed, reduce production cost, improve installation rate, reduce cost of labor；
2, when herein described balcony is installed, adopt welding or bolt to connect, instead of concrete cast-in-situ, solve the problem that when present stage prefabricated balcony is installed, node cast-in-place district concrete quality is difficult to ensure that, it is to avoid balcony slab reinforcing bar is disturbed, and improves construction quality；
3, when herein described balcony is installed, it is only necessary to ensureing that the first built-in fitting and the second built-in fitting center of gravity when pre-buried, on same vertical curve, just can ensure installation accuracy, hoisting difficulty is low, can further improve installation rate；
4, when herein described balcony is installed, it is only necessary to temporary support is set under the first connector, greatly reducing supported amount, reduce construction cost.
Accompanying drawing explanation
Accompanying drawing described herein is used for providing being further appreciated by the embodiment of the present invention, constitutes the part of the application, is not intended that the restriction to the embodiment of the present invention.In the accompanying drawings:
Fig. 1 is the side view of the prefabricated truss balcony shown in first embodiment of the invention；
Fig. 2 is the front view of the prefabricated truss balcony shown in first embodiment of the invention；
Fig. 3 is the perspective view of the prefabricated truss balcony shown in first embodiment of the invention；
Fig. 4 is the structural representation of the first built-in fitting in Fig. 3；
Fig. 5 is the structural representation of the second built-in fitting in Fig. 3；
Fig. 6 is the structural representation of the first connector in Fig. 3；
Fig. 7 is the balcony slab in Fig. 3 and the connection diagram of the first connector；
Fig. 8 is the structural representation of the balcony slab in Fig. 3.
The parts title of labelling and correspondence in accompanying drawing:
11-plate body, 12-metal connecting piece, 112-end wall, the vertical section of 121-, 122-coordinates section, 21-the first built-in fitting, 22-the second built-in fitting, 23-the first connector, 24-the second connector, 211-the first dowel, 212-the first anchor slab, 213-the first linkage section, 221-the second dowel, 222-the second anchor slab, 231-transverse arm section, 232-connecting portion.
Detailed description of the invention
For making the object, technical solutions and advantages of the present invention clearly understand, below in conjunction with embodiment and accompanying drawing, the present invention is described in further detail, and exemplary embodiment and the explanation thereof of the present invention are only used for explaining the present invention, not as a limitation of the invention.
Embodiment 1
As shown in figures 1-8, a kind of prefabricated truss balcony of the present invention, connect assembly including balcony slab and for described balcony slab to be fixed two groups be connected with agent structure.
Wherein, described balcony slab includes plate body 11 and two metal connecting pieces 12, and described plate body 11 is precast slab, and its specification can according to the previously fabricated production of specific requirement.Described plate body 11 includes two side (figure does not mark) and end walls 112, run through in described plate body 11 and have at least one reinforcing bar, and the two ends of arbitrary reinforcing bar stretch out the two side of described plate body 11 respectively, for welding with described metal connecting piece 12, make described plate body 11 fix with described metal connecting piece 12 and be connected.The end wall 112 of described plate body 11 and agent structure phase close neighbour.
Arbitrary metal connecting piece 12 includes vertical section 121 and coordinates sections 122 in the two of end, the described vertical section 121 two ends horizontally extending formation of difference.Described vertical section 121 and described sidewall phase close neighbour, and be fixedly connected with the reinforcing bar stretching out described sidewall, as connected by the modes such as welding are fixing.Described plate body 11 offers the depression (figure do not mark) matched with described cooperation section 122 so that described cooperation section 122 can be placed in the depression of this correspondence, on the one hand, described metal connecting piece 12 can protect the edge of described plate body 11 without damage；On the other hand so that described plate body 11 can pass through described metal connecting piece 12 and connect cooperation with corresponding connection assembly.
Two groups connect inter-module every setting, and arbitrary connection assembly includes the first built-in fitting the 21, second built-in fitting the 22, first connector 23 and the second connector 24.Described first built-in fitting 21 is embedded on the column of agent structure with described second built-in fitting 22 all in advance, and the center of gravity of described first built-in fitting 21 and described second built-in fitting 22 is on same vertical curve, the level height of described first built-in fitting 21 is higher than the level height of described second built-in fitting 22.
Described first built-in fitting 21 includes the first dowel the 211, first anchor slab 212 and the first linkage section 213, and described first dowel 211 and described first linkage section 213 are fixedly arranged on the heteropleural of described first anchor slab 212.Described first dowel 211 is fixed in agent structure, described first anchor slab 212 and agent structure phase close neighbour, specifically, and the leg surface phase close neighbour of described first anchor slab 212 and agent structure.Described first linkage section 213 is for matching with described second connector 24.
Described second built-in fitting 22 includes the second dowel 221 of fixing connection and described second anchor slab 222.Described second dowel 221 is fixed in agent structure, described second anchor slab 222 and agent structure phase close neighbour, specifically, and the leg surface phase close neighbour of described second anchor slab 222 and agent structure.Described second anchor slab 222 matches with described first connector 23 away from the side of described second dowel 221.
Described first connector 23 includes transverse arm section 231 and connecting portion 232, and one end of described transverse arm section 231 is fixing with described second anchor slab 222 to be connected, and the other end is fixing connects described connecting portion 232.The center line of the center line of described transverse arm section 231 and described second built-in fitting 22 coincides.Described balcony slab is fixedly installed between two transverse arm sections 231.In the present embodiment, described transverse arm 231 is fixing with the cooperation section 122 of described metal connecting piece 12 to be connected, described plate body 11 is made to be installed on above described two transverse arms 231, described balcony slab is along being perpendicular to length on described transverse arm 231 direction more than the distance between inside two transverse arms 231, and less than the distance between outside two transverse arms.
Described second connector 24 one end is fixing with described first linkage section 213 to be connected, and the other end is fixing with described connecting portion 232 to be connected, specifically, it is possible to be fixedly connected by the such as connector such as bolt, screw.
Being appreciated that above-described first built-in fitting the 21, second built-in fitting the 22, first connector 23 and the second connector 24 are metallic article, its surface is provided with antirust coat.
Embodiment 2
The application is also disclosed the installation method of a kind of prefabricated truss balcony, and the structure of this prefabricated truss balcony is described in detail in embodiment 1, and this is no longer going to repeat them.The installation method of this prefabricated truss balcony, comprises the following steps:
Step one: according to designing requirement prefabricated balcony plate, two first built-in fitting 21, two second built-in fitting 22, two first connector 23 and two second connectors 24；
Step 2: the second dowel 221 of the first dowel 211 of two the first built-in fittings 21 and two the second built-in fittings 22 is embedded in agent structure respectively in advance, and the center of gravity of the first built-in fitting 21 of maintenance correspondence and the second built-in fitting is on same vertical curve, two corresponding the first built-in fittings 21 are at same level height, two corresponding the second built-in fittings 22 are at same level height, in this step, if agent structure adopts cast-in-place structural, then the first built-in fitting 21 and the second built-in fitting 22 are embedded in agent structure at the construction field (site) in advance, if agent structure adopts precast construction, then when prefabricated, the first built-in fitting 21 and the second built-in fitting 22 are embedded in agent structure in advance；
Step 3: two first connectors 23 are lifted respectively to position to be installed, the center line of transverse arm section 231 keeping this first connector 23 coincides with the center line of corresponding second built-in fitting 22, and at this first connector, 23 times temporary support is set, then it is welded and fixed this first connector 23 and corresponding second built-in fitting 22；
Step 4: by balcony slab lifting to position to be installed, be held on two first connectors 23, and two metal connecting pieces 12 on described balcony slab are welded and fixed with two transverse arm sections 231 respectively；
Step 5: one end of the second connector 24 is connected by connector is fixing with the first linkage section 213 of the first built-in fitting 21, the connecting portion 232 of the other end and the first connector 23 connects by connector is fixing, remove temporary support again, i.e. complete the installation of precast truss frame balcony.
To sum up, prefabricated truss balcony described herein has the advantage that
1, this application provides a kind of prefabricated truss balcony can being quick mounting in agent structure, industrialization degree is high, it is capable of factorial praluction, on-the-spot Fast Installation, only need at the construction field (site) to connect (welding) by fixing to the second built-in fitting and the first connector, balcony slab and the first connector are welded, it is connected (bolt connection) by fixing with the first built-in fitting and the first connector respectively for the second connector, the installation of balcony can be completed, on-the-spot without casting concrete, without formwork, the connection that can quickly realize balcony and agent structure is installed, reduce production cost, improve installation rate, reduce cost of labor；
2, when herein described balcony is installed, adopt welding or bolt to connect, instead of concrete cast-in-situ, solve the problem that when present stage prefabricated balcony is installed, node cast-in-place district concrete quality is difficult to ensure that, it is to avoid balcony slab reinforcing bar is disturbed, and improves construction quality；
3, when herein described balcony is installed, it is only necessary to ensureing that the first built-in fitting and the second built-in fitting center of gravity when pre-buried, on same vertical curve, just can ensure installation accuracy, hoisting difficulty is low, can further improve installation rate；
4, when herein described balcony is installed, it is only necessary to temporary support is set under the first connector, greatly reducing supported amount, reduce construction cost.
Above-described detailed description of the invention; the purpose of the present invention, technical scheme and beneficial effect have been further described; it is it should be understood that; the foregoing is only the specific embodiment of the present invention; the protection domain being not intended to limit the present invention; all within the spirit and principles in the present invention, any amendment of making, equivalent replacement, improvement etc., should be included within protection scope of the present invention.
Claims (10)
1. a prefabricated truss balcony, it is characterized in that, including balcony slab, and connect assembly for described balcony slab to be fixed two groups be connected with agent structure, described balcony slab includes plate body and two metal connecting pieces, described metal connecting piece is for being fixedly installed between two connection assemblies by described plate body, two groups connect inter-module every setting, and arbitrary connection assembly includes the first built-in fitting, second built-in fitting, first connector and the second connector, one end of one end of described first built-in fitting and described second built-in fitting is embedded in agent structure all in advance, one end of described first connector is fixing with described second built-in fitting to be connected, the other end is connected by described second connector and described first built-in fitting are fixing.
2. prefabricated truss balcony according to claim 1, it is characterised in that described plate body is precast slab.
3. prefabricated truss balcony according to claim 1, it is characterized in that, described plate body includes two side and end walls, run through in described plate body and have at least one reinforcing bar, and the two ends of arbitrary reinforcing bar stretch out the two side of described plate body respectively, for welding with described metal connecting piece, described plate body and two metal connecting pieces are made to be fixedly connected with, the end wall of described plate body and agent structure phase close neighbour.
4. prefabricated truss balcony according to claim 3, it is characterized in that, arbitrary metal connecting piece includes vertical section and coordinates sections in the two of end, the described vertical section two ends horizontally extending formation of difference, described vertical section and described sidewall phase close neighbour, and be fixedly connected with the reinforcing bar stretching out described sidewall, described cooperation section is connected for fixing with described first connector.
5. prefabricated truss balcony according to claim 4, it is characterised in that offer the depression matched with described cooperation section on described plate body so that described cooperation section can be placed in the depression of this correspondence.
6. prefabricated truss balcony according to claim 1, it is characterised in that the first corresponding built-in fitting and the center of gravity of the second built-in fitting are on same vertical curve, and the level height of described first built-in fitting is higher than the level height of described second built-in fitting.
7. prefabricated truss balcony according to claim 1, it is characterized in that, described first built-in fitting includes the first dowel, the first anchor slab and the first linkage section, described first dowel and described first linkage section are fixedly arranged on the heteropleural of described first anchor slab, described first dowel is fixed in agent structure, described first anchor slab and agent structure phase close neighbour, described first linkage section is for matching with described second connector.
8. prefabricated truss balcony according to claim 4, it is characterized in that, described second built-in fitting includes the second dowel of fixing connection and described second anchor slab, described second dowel is fixed in agent structure, described second anchor slab and agent structure phase close neighbour, described second anchor slab matches with described first connector away from the side of described second dowel.
9. prefabricated truss balcony according to claim 8, it is characterized in that, described first connector includes transverse arm section and connecting portion, one end of described transverse arm section is fixing with described second anchor slab to be connected, the other end is fixing connects described connecting portion, the center line of the center line of described transverse arm section and described second built-in fitting coincides, described transverse arm is fixing with the cooperation section of described metal connecting piece to be connected, described plate body is made to be installed on above described two transverse arms, described balcony slab is along being perpendicular to length on described transverse arm direction more than the distance between inside two transverse arms, and less than the distance between outside two transverse arms.
10. the installation method of prefabricated truss balcony according to any one of claim 1 to 9, it is characterised in that comprise the following steps:
Second dowel of the first dowel of two the first built-in fittings and two the second built-in fittings is embedded in agent structure respectively in advance, and the center of gravity of the first built-in fitting of maintenance correspondence and the second built-in fitting is on same vertical curve, two corresponding the first built-in fittings are at same level height, and two corresponding the second built-in fittings are at same level height；
Two first connectors are lifted respectively to position to be installed, the center line of transverse arm section keeping this first connector coincides with the center line of corresponding second built-in fitting, and temporary support is set under this first connector, then it is welded and fixed this first connector and corresponding second built-in fitting；
By balcony slab lifting to position to be installed, it is held on two first connectors, and two metal connecting pieces on described balcony slab are welded and fixed with two transverse arm sections respectively；
Being connected by connector is fixing with the first linkage section of the first built-in fitting one end of second connector, the other end and the first connector connect by connector is fixing, then remove temporary support, i.e. complete the installation of precast truss frame balcony.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610287805.8A CN105756186A (en) | 2016-05-04 | 2016-05-04 | Assembly type prefabricated truss balcony and installation method therefor |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610287805.8A CN105756186A (en) | 2016-05-04 | 2016-05-04 | Assembly type prefabricated truss balcony and installation method therefor |
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| CN105756186A true CN105756186A (en) | 2016-07-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610287805.8A Pending CN105756186A (en) | 2016-05-04 | 2016-05-04 | Assembly type prefabricated truss balcony and installation method therefor |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109518801A (en) * | 2019-01-03 | 2019-03-26 | 中国建筑第五工程局有限公司 | Prefabricated balcony and its assemble method |
| CN110397155A (en) * | 2016-10-20 | 2019-11-01 | 徐州乐泰机电科技有限公司 | A kind of green balcony for multi-storey building |
| CN110644611A (en) * | 2016-10-20 | 2020-01-03 | 徐州乐泰机电科技有限公司 | Can dismantle green balcony |
| US11319702B2 (en) | 2018-10-30 | 2022-05-03 | Westbank Projects Corp. | Apartment balcony |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2765979Y (en) * | 2005-01-27 | 2006-03-22 | 万科企业股份有限公司 | Assembled balcony |
| US7832174B2 (en) * | 2007-10-15 | 2010-11-16 | Way Alven J | Multi-storey insulated concrete form structure and method of construction |
| CN203247696U (en) * | 2013-04-23 | 2013-10-23 | 深圳海龙建筑制品有限公司 | Half prefabrication balcony |
| CN204385883U (en) * | 2014-11-25 | 2015-06-10 | 张跃 | A kind of Fabricated balcony |
| CN205637105U (en) * | 2016-05-04 | 2016-10-12 | 四川省建筑设计研究院 | Prefabricated truss balcony of assembled |
-
2016
- 2016-05-04 CN CN201610287805.8A patent/CN105756186A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2765979Y (en) * | 2005-01-27 | 2006-03-22 | 万科企业股份有限公司 | Assembled balcony |
| US7832174B2 (en) * | 2007-10-15 | 2010-11-16 | Way Alven J | Multi-storey insulated concrete form structure and method of construction |
| CN203247696U (en) * | 2013-04-23 | 2013-10-23 | 深圳海龙建筑制品有限公司 | Half prefabrication balcony |
| CN204385883U (en) * | 2014-11-25 | 2015-06-10 | 张跃 | A kind of Fabricated balcony |
| CN205637105U (en) * | 2016-05-04 | 2016-10-12 | 四川省建筑设计研究院 | Prefabricated truss balcony of assembled |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110397155A (en) * | 2016-10-20 | 2019-11-01 | 徐州乐泰机电科技有限公司 | A kind of green balcony for multi-storey building |
| CN110644611A (en) * | 2016-10-20 | 2020-01-03 | 徐州乐泰机电科技有限公司 | Can dismantle green balcony |
| CN110397155B (en) * | 2016-10-20 | 2020-12-18 | 安徽嘉禾植保科技有限公司 | Green balcony for multi-storey house |
| CN110644611B (en) * | 2016-10-20 | 2021-06-25 | 徐州乐泰机电科技有限公司 | Can dismantle green balcony |
| US11319702B2 (en) | 2018-10-30 | 2022-05-03 | Westbank Projects Corp. | Apartment balcony |
| CN109518801A (en) * | 2019-01-03 | 2019-03-26 | 中国建筑第五工程局有限公司 | Prefabricated balcony and its assemble method |
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Application publication date: 20160713 |
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