CN107642241A - The stress supporting construction and construction method of a kind of prefabricated balcony - Google Patents
The stress supporting construction and construction method of a kind of prefabricated balcony Download PDFInfo
- Publication number
- CN107642241A CN107642241A CN201710789754.3A CN201710789754A CN107642241A CN 107642241 A CN107642241 A CN 107642241A CN 201710789754 A CN201710789754 A CN 201710789754A CN 107642241 A CN107642241 A CN 107642241A
- Authority
- CN
- China
- Prior art keywords
- tie
- prefabricated balcony
- brace
- vertical
- arm
- 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.)
- Pending
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses the stress supporting construction and construction method of a kind of prefabricated balcony, wherein, stress supporting construction includes：Climbing frame support body, several prefabricated balconies that from top to bottom interval is located between climbing frame support body and building structure, the tie-beam being cast between each prefabricated balcony and building structure in building structure.Support frame is mounted on above each layer prefabricated balcony, support frame includes：Vertical arm and the horizontal arm for being fixed on vertical arm bottom, horizontal arm are connected horizontally on the top surface of tie-beam, and vertical arm is connected on climbing frame support body.The brace of the outward-dipping setting in top is additionally provided between two layers neighbouring of prefabricated balcony, the top of brace is connected to the tie-beam bottom of upper strata prefabricated balcony, and the bottom of brace is connected in the vertical arm being disposed below.The present invention can effectively prevent prefabricated balcony flare and efficiency of construction is high.
Description
Technical field
The present invention relates to the stress supporting construction and construction party of technical field of building construction, more particularly to a kind of prefabricated balcony
Method.
Background technology
As country carries forward vigorously new technology, new product large-scale popularization is obtained with saving the energy, assembled-type house.Tradition is built
The outer protection system of building structure is typically to set up scaffold construction, is set up using steel pipe frame, and process characteristic is taken always from bottom
If to structural top, builder's jack is done using I-steel more than certain altitude and does the stress strong point, be the defects of this construction technology with
Increasing for floor structure, needs outrigger builder's jack to do the stress strong point, the expense substantial increase of the outer construction of prevention work of structure, structure is applied
The work duration is also elongated, substantial amounts of consumption and the occupancy energy, also, because construction working face is relatively more, so as to which security risk also compares
It is higher.
At present, the outer protection system structure of assembled-type house does outer protection system using climbing frame more, using electric block
Power lifting frame body is provided, process characteristic is to do protection system using four and half all steel frame, and climbing frame up runs with structure, adopted
The stress strong point is done with seat, because the form factor of assembled-type house building structure balcony and the window that floats is various, also, prefabricated balcony
It is to be molded in factory process, it is unable to stress or stress is easily damaged, and the support structure designs of prefabricated balcony are extremely important.
Therefore, a kind of stress branch that can prevent that prefabricated balcony flare, support effect are stable and efficiency of construction is high how is designed
Support structure and construction method are industry technical problems urgently to be resolved hurrily.
The content of the invention
In order to solve drawbacks described above present in prior art, the present invention proposes a kind of stress supporting construction of prefabricated balcony
And construction method.
The technical solution adopted by the present invention is to design a kind of stress supporting construction of prefabricated balcony, including：Installed in building
Climbing frame support body in structure, from top to bottom interval located at several prefabricated balconies between climbing frame support body and building structure, pour
Tie-beam between each prefabricated balcony and building structure.
Support frame is mounted on above each layer prefabricated balcony, support frame includes：Vertical arm and the water for being fixed on vertical arm bottom
Flat arm, horizontal arm are connected horizontally on the top surface of tie-beam, and vertical arm is connected on climbing frame support body.Two layers neighbouring of prefabricated sun
The brace of the outward-dipping setting in top is additionally provided between platform, the top of brace is connected to the tie-beam bottom of upper strata prefabricated balcony
Portion, the bottom of brace are connected in the vertical arm being disposed below.
Wherein, the bottom surface of tie-beam is provided with protuberance straight down, and the top of brace is connected to convex by rotation seat
Go out in portion, one end of rotation seat is hinged on the top of brace, the other end is side that plane and fitting are fixed on protuberance
On.The top of vertical arm is provided with fixed seat, and the bottom of brace is hinged in fixed seat.
Vertical arm is connected on climbing frame support body by falling seat, and one end of seat is fixedly mounted on climbing frame support body, the other end is
Plane and fitting be fixed on the side of vertical arm.
Preferably, the top surface of tie-beam, which is provided with, increases plate, increases plate and is folded between tie-beam and horizontal arm.
Tie-beam is reserved with the vertical core for installing horizontal arm and the lateral aperture for installing rotation seat when pouring into a mould.In vertical core
Provided with vertical screw rod, the both ends of vertical screw rod are each passed through vertical core and horizontal arm and pass through nut locking.Water is provided with lateral aperture
Flat screw rod, the both ends of horizontal screw bolt are each passed through lateral aperture and rotation seat and pass through nut locking.
The invention also provides a kind of construction method of above-mentioned stress supporting construction, comprise the following steps：
Step 1, building structure outside assemble climbing frame support body；
Step 2, the height and position for hanging liter prefabricated balcony balcony to be installed to building structure, connection beam forms are connected to building knot
Between structure and prefabricated balcony, vertical core and lateral aperture that vertical screw rod and horizontal screw bolt pass through are reserved before pouring；
Step 3, by support frame be placed on connection beam forms top surface on, vertical screw rod is installed；
The vertical arm of support frame is connected on climbing frame support body by seat for step 4, installation；
Step 5, the casting concrete into connection beam forms, after concrete setting shaping, tie-beam is connected as one with prefabricated balcony
Body, removes connection beam forms, and brace is installed in the bottom of tie-beam.
First placed in step 3 on the top surface of connection beam forms and increase plate, then support frame is placed on and increased on plate.
Compared with prior art, the present invention installs support frame, the water of support frame in the connection top surface of the beam of upper strata prefabricated balcony
Flat arm is fixed on tie-beam, and the vertical arm of support frame is fixed on climbing frame support body, the tie-beam bottom peace of prefabricated balcony on upper strata
Brace is filled, the bottom of brace is connected at the top of perpendicular wall thereunder, and brace is withstood between upper strata prefabricated balcony and vertical arm,
Bear the vertical load of prefabricated balcony jointly by support frame and brace, prevent prefabricated balcony from outwards tumbling, support effect is steady
Determine and be easy to construct.
Brief description of the drawings
With reference to embodiment and accompanying drawing, the present invention is described in detail, wherein：
Fig. 1 is the side schematic view of stress supporting construction in the present invention；
Fig. 2 is Fig. 1 close-up schematic view；
Fig. 3 is the schematic perspective view of support frame in the present invention.
Embodiment
As shown in Figure 1, 2, the stress supporting construction that the present invention proposes, including：Climbing frame frame in building structure
Body 1, several prefabricated balconies 2 that from top to bottom interval is located between climbing frame support body 1 and building structure, it is cast in each prefabricated balcony
Tie-beam 3 between building structure.
As shown in Figure 2,3, the top of each layer prefabricated balcony 2 is mounted on support frame 4, and support frame 4 includes：Vertical arm 41 and solid
The horizontal arm 42 of the bottom of vertical arm 41 is scheduled on, from the appearance, the side of support frame 4 is L-shaped, steady in order to improve the structure of support frame
Qualitative and bearing capacity, a plurality of floor is provided between vertical arm 41 and horizontal arm 42.The vertical arm 41 of support frame 4 is connected by falling seat 5
On climbing frame support body 1, one end of seat 5 is fixedly mounted on climbing frame support body 1, the other end is plane, and seat 5 passes through with vertical arm 41
Screw rod is fixed together.Horizontal arm 42 is lain in a horizontal plane on the top surface of tie-beam 3, solid by vertical screw rod 6 and tie-beam 3
Fixed to connect, after the pouring molding of tie-beam 3, the gravity of prefabricated balcony 2 is transferred in vertical arm 41 by tie-beam 3 and horizontal arm 42,
Prefabricated balcony 2 is pulled upwardly by support frame 4.
As shown in Figure 1, 2, brace 7 is additionally provided between neighbouring two layers of prefabricated balcony 2, brace 7 is located at lower floor
The top of prefabricated balcony upper support frame 4, brace 7 in top outwardly, the heeling condition of bottom inwardly, the top of brace 7 connects
The bottom of tie-beam 3 is connected on, the bottom of brace 7 is fixed in vertical arm 41 thereunder.Brace 7 withstands on upper strata prefabricated balcony
Tie-beam 3 and lower floor's prefabricated balcony upper support frame vertical arm 41 between, the gravity of upper strata prefabricated balcony is transmitted by tie-beam 3
To brace 7, brace 7 bears prefabricated sun jointly from the bottom up jack-up of tie-beam 3 by support frame 4 and brace 7
The vertical load of platform 2, effectively prevents prefabricated balcony from tumbling, and safety and stability is good.
In the present embodiment, as shown in Fig. 2 the bottom surface of tie-beam 3 is provided with protuberance 31 straight down, brace 7
Top is connected on protuberance 31 by rotation seat 8, and one end of rotation seat 8 is hinged on the top of brace 7, rotation seat 8
The other end is plane, and the plane is fitted on the side of protuberance 31, is fixed on by horizontal screw bolt 9 on protuberance 31.Oblique pull
The bottom of bar 7 is hinged on the top of vertical arm 41, and the top of vertical arm 41 is provided with the fixed seat 43 for being used for be hinged installation brace 7.
Preferably, the top surface of tie-beam 3, which is provided with, increases plate 10, increases plate 10 and is folded between tie-beam 3 and horizontal arm 42, increases plate
10 can padded support frame 4, prevent the edge position of itself and prefabricated balcony 2 from interfering, can also improve the standard arm 42 and prefabricated balcony 2
Fixed stability.
For the ease of the installation of support frame and brace, before concrete cast, connection beam forms is just reserved with for pacifying
The vertical core 32 of horizontal arm and the lateral aperture 33 for installing rotation seat 8 are filled, the both ends of vertical screw rod 6 are each passed through vertical core 32, added
High plate 10 and horizontal arm 42 are simultaneously each passed through lateral aperture 33 and rotation seat 8 and passed through by nut locking, the both ends of horizontal screw bolt 9
Nut locking.
The present invention also proposes a kind of construction method of stress supporting construction, comprises the following steps：
Step 1, in the 1 outer protection as building structure of support body of building structure over-assemble climbing frame；
Step 2, the height and position for hanging the balcony to be installed to building structure of liter prefabricated balcony 2, connection beam forms are connected to building
Between structure and prefabricated balcony 2, vertical core 32 and lateral aperture 33 that vertical screw rod 6 and horizontal screw bolt 9 pass through are reserved before pouring；
Step 3, placed on the top surface of connection beam forms and increase plate 10, then support frame 4 is placed on and increased on plate 10, installation is perpendicular
To screw rod 6, its both ends is each passed through the horizontal arm 42 of support frame, increase plate 10 and connect beam forms；
The vertical arm 41 of support frame is connected on climbing frame support body 1 by seat 5 for step 4, installation；
Step 5, the casting concrete into connection beam forms, after concrete setting shaping, tie-beam 3 is connected as with prefabricated balcony 2
One, removes connection beam forms, installs brace 7 in the bottom of tie-beam, the top of brace 7 is connected to by rotation seat 8
On tie-beam 3, in the be hinged vertical arm 41 below in bottom of brace 7.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement made within refreshing and principle etc., should be included in the scope of the protection.
Claims (7)
1. a kind of stress supporting construction of prefabricated balcony, including：Climbing frame support body in building structure, from top to bottom it is spaced
Several prefabricated balconies between the climbing frame support body and building structure, it is cast between each prefabricated balcony and building structure
Tie-beam；
Characterized in that, being mounted on support frame above each layer prefabricated balcony, support frame as described above includes：Vertical arm and it is fixed on institute
The horizontal arm of vertical arm bottom is stated, the horizontal arm is connected horizontally on the top surface of the tie-beam, and the vertical arm is connected to described
On climbing frame support body；
The brace of the outward-dipping setting in top, the top of the brace are additionally provided between two layers neighbouring of prefabricated balcony
The tie-beam bottom of upper strata prefabricated balcony is connected to, the bottom of the brace is connected in the vertical arm being disposed below.
2. stress supporting construction as claimed in claim 1, it is characterised in that the bottom surface of the tie-beam is provided with straight down
Protuberance, the top of the brace are connected on the protuberance by rotation seat, and one end of the rotation seat is hinged on institute
State on the top of brace, the other end is plane and fitting is fixed on the side of the protuberance；
The top of the vertical arm is provided with fixed seat, and the bottom of the brace is hinged in the fixed seat.
3. stress supporting construction as claimed in claim 1 or 2, it is characterised in that the vertical arm by fall seat be connected to it is described
On climbing frame support body, it is described fall seat one end be fixedly mounted on the climbing frame support body, the other end be plane and be bonded be fixed on institute
State on the side of vertical arm.
4. stress supporting construction as claimed in claim 1 or 2, it is characterised in that the top surface of the tie-beam, which is provided with, to be increased
Plate, the plate of increasing are folded between the tie-beam and the horizontal arm.
5. stress supporting construction as claimed in claim 2, it is characterised in that be reserved with during the tie-beam cast for installing
The vertical core of the horizontal arm and the lateral aperture for installing the rotation seat；
Vertical screw rod is provided with the vertical core, the both ends of the vertical screw rod are each passed through the vertical core and horizontal arm and pass through spiral shell
Mother's locking；
Horizontal screw bolt is provided with the lateral aperture, the both ends of the horizontal screw bolt are each passed through the lateral aperture and rotation seat and led to
Cross nut locking.
6. a kind of construction method of stress supporting construction as claimed in claim 5, it is characterised in that comprise the following steps：
Step 1, building structure outside assemble climbing frame support body；
Step 2, the height and position for hanging liter prefabricated balcony balcony to be installed to building structure, connection beam forms are connected to building knot
Between structure and prefabricated balcony, vertical core and lateral aperture that vertical screw rod and horizontal screw bolt pass through are reserved before pouring；
Step 3, by support frame be placed on connection beam forms top surface on, vertical screw rod is installed；
The vertical arm of support frame is connected on climbing frame support body by seat for step 4, installation；
Step 5, the casting concrete into connection beam forms, after concrete setting shaping, tie-beam is connected as one with prefabricated balcony
Body, removes connection beam forms, and brace is installed in the bottom of tie-beam.
7. construction method as claimed in claim 6, it is characterised in that in the step 3 first on the top surface of connection beam forms
Plate is increased in placement, then support frame is placed on and increased on plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710789754.3A CN107642241A (en) | 2017-09-05 | 2017-09-05 | The stress supporting construction and construction method of a kind of prefabricated balcony |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710789754.3A CN107642241A (en) | 2017-09-05 | 2017-09-05 | The stress supporting construction and construction method of a kind of prefabricated balcony |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107642241A true CN107642241A (en) | 2018-01-30 |
Family
ID=61111095
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710789754.3A Pending CN107642241A (en) | 2017-09-05 | 2017-09-05 | The stress supporting construction and construction method of a kind of prefabricated balcony |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107642241A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610630A (en) * | 2018-07-22 | 2019-04-12 | 北京工业大学 | A kind of concrete frame mechanization assembly type balcony |
| CN112459239A (en) * | 2020-11-30 | 2021-03-09 | 中国二十二冶集团有限公司 | Fixing and supporting device and fixing method for assembly type building balcony |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009151655A1 (en) * | 2008-06-09 | 2009-12-17 | Tait Towers, Inc. | Portable locking support and platform system |
| CN103498550A (en) * | 2013-10-11 | 2014-01-08 | 郭德炳 | Outer-extending scaffold convenient and rapid to use |
| CN203834913U (en) * | 2014-03-04 | 2014-09-17 | 河南亚飞脚手架工程有限公司 | Worm drive lifting scaffold |
| CN205804913U (en) * | 2016-07-10 | 2016-12-14 | 高唐起发建筑安装工程有限公司 | A kind of lift steel platform for material unloading device being applicable to attaching scaffold |
| CN205857677U (en) * | 2016-07-08 | 2017-01-04 | 中建三局第二建设工程有限责任公司 | A kind of adjustable drawbar attached plate stand apparatus |
-
2017
- 2017-09-05 CN CN201710789754.3A patent/CN107642241A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2009151655A1 (en) * | 2008-06-09 | 2009-12-17 | Tait Towers, Inc. | Portable locking support and platform system |
| CN103498550A (en) * | 2013-10-11 | 2014-01-08 | 郭德炳 | Outer-extending scaffold convenient and rapid to use |
| CN203834913U (en) * | 2014-03-04 | 2014-09-17 | 河南亚飞脚手架工程有限公司 | Worm drive lifting scaffold |
| CN205857677U (en) * | 2016-07-08 | 2017-01-04 | 中建三局第二建设工程有限责任公司 | A kind of adjustable drawbar attached plate stand apparatus |
| CN205804913U (en) * | 2016-07-10 | 2016-12-14 | 高唐起发建筑安装工程有限公司 | A kind of lift steel platform for material unloading device being applicable to attaching scaffold |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109610630A (en) * | 2018-07-22 | 2019-04-12 | 北京工业大学 | A kind of concrete frame mechanization assembly type balcony |
| CN112459239A (en) * | 2020-11-30 | 2021-03-09 | 中国二十二冶集团有限公司 | Fixing and supporting device and fixing method for assembly type building balcony |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| WO2020052291A1 (en) | Construction elevator wall-attaching frame mounting platform attached to steel platform formwork and method therefor | |
| CN109944435B (en) | Template support frame for silo cone shell construction and construction method | |
| CN107642241A (en) | The stress supporting construction and construction method of a kind of prefabricated balcony | |
| CN204876578U (en) | Building construction system | |
| CN102975278B (en) | Mold system of building prefabricated member and prefabricating method thereof | |
| CN205955160U (en) | Antiskid lattice formula elevartor shaft removes operation platform | |
| CN113062584A (en) | Multipoint elevator shaft construction lifting platform and construction method | |
| CN210508129U (en) | Integrated stair protective rail with decorative structure | |
| CN204876577U (en) | Building construction system | |
| CN209145256U (en) | The dedicated climbing frame of assembled architecture | |
| CN106193586A (en) | Elevator Telescopic folding Integral lifting core | |
| CN112942789B (en) | Water drop type curtain wall construction method | |
| CN210888040U (en) | Concrete building template for building | |
| CN214576004U (en) | Staircase regularization platform of going up people | |
| CN205134921U (en) | Building outer wall concrete constructional column hangs construction platform | |
| CN204876579U (en) | Building construction system | |
| CN206397107U (en) | Armored concrete construction of lift well operating platform bracket | |
| CN201381629Y (en) | Light scaffold | |
| CN107675892A (en) | A kind of glass curtain wall monorail hoisting structure | |
| CN113047594A (en) | Movable climbing frame for elevator shaft and erection method thereof | |
| CN203257075U (en) | Core tube inner lifting type multifunctional operating platform for high-rise building construction | |
| CN204876576U (en) | Building construction system | |
| CN207374992U (en) | The accumulating stent of concrete plate-type component | |
| CN202899593U (en) | Integral lifting work platform for elevator shaft construction | |
| CN110820949A (en) | Novel home decoration elevator shaft |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180130 |
|
| RJ01 | Rejection of invention patent application after publication |