CN205000632U9 - From jumping formwork job platform - Google Patents
From jumping formwork job platform Download PDFInfo
- Publication number
- CN205000632U9 CN205000632U9 CN201520486096.7U CN201520486096U CN205000632U9 CN 205000632 U9 CN205000632 U9 CN 205000632U9 CN 201520486096 U CN201520486096 U CN 201520486096U CN 205000632 U9 CN205000632 U9 CN 205000632U9
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- wall
- platform
- framework assembly
- guiding device
- main frame
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Abstract
This utility model is a kind of high-rise or construction of super highrise building is with from jumping formwork operation platform device, described include platform framework assembly from jumping formwork job platform, wall-attached guiding device and electrical hoist unit, described platform framework assembly is fixed on external wall by wall-attached guiding device, described electric block is arranged on the crossbeam place on platform framework assembly top, one end of described electrical hoist unit connecting steel wire ropes, the bottom of platform framework assembly described in the activity solderless wrapped connection of described steel wire rope, and the other end of described steel wire rope connects described wall-attached guiding device, this utility model is applicable to high-rise structures or the structures of newly-built shear wall structure, residential building such as reinforced concrete shear wall structure, reinforced concrete shear wall structure chimney, vertical shaft headframe etc..
Description
Technical field
This utility model is a kind of high-rise or construction of super highrise building is with from jumping formwork operation platform device, suitable in high-rise structures or the structures of newly-built shear wall structure, such as the residential building of reinforced concrete shear wall structure, reinforced concrete shear wall structure chimney, vertical shaft headframe etc..
Background technology
In skyscraper building construction process in early days, for Shear Wall Structure Construction, there is a kind of suspended scaffold, owing to simple to operate, template peace are torn the features such as operation is convenient, construction cost is low open and be widely used, but being as the continuous progressive of construction technology, it is more and more obvious that the drawback of this suspended scaffold also shows.It is mainly manifested in: being generally adopted fastener type steel pipe scaffold and set up, outward appearance is poor；Two main frames one group, often group greatest length is typically in about 6m, and the gap protection question ratio between group and group is more prominent；Owing to support body packet is too many, alien invasion is it is difficult to ensure that smooth vertical and horizontal, and outward appearance is poor；Due to this suspended scaffold not drive, support body turnover need to use tower crane to lift, and takies the tower crane time long；Often promoting once, use tower crane to have enough to meet the need once, the work high above the ground time is long, and it is many that peace tears hidden danger open.
In order to continue to retain the former feature that suspended scaffold cost is low, template is convenient to assemble and disassemble, simple to operate, avoid simultaneously former suspended scaffold presentation quality poor, protection part many, turnover utilize the problems such as tower crane efficiency of construction is low, it is proposed that from jumping formwork job platform.
Utility model content
In order to effectively solve the problems referred to above, the present invention proposes a kind of from jumping formwork job platform.
The technical solution of the utility model is particularly as follows: from jumping formwork job platform, described include platform framework assembly, wall-attached guiding device and electrical hoist unit from jumping formwork job platform, described platform framework assembly is fixed on external wall by wall-attached guiding device, described electrical hoist unit is arranged on the crossbeam place on platform framework assembly top, one end of described electrical hoist unit connecting steel wire ropes, the bottom of platform framework assembly described in the activity solderless wrapped connection of described steel wire rope, and the other end described wall-attached guiding device of connection of described steel wire rope.
Further, described platform framework assembly includes the first main frame, the second main frame, and described first main frame one end is bolted a base, and the described first main frame other end connects one end of the second main frame.
Further, described platform framework assembly is provided with guide rail towards the side of external wall, and described guide rail is connected with described wall-attached guiding device, and described wall-attached guiding device is fixed on external wall by through-wall bolt.
Further, described electrical hoist unit is arranged on the crossbeam of the second main frame.
Further, described electrical hoist unit is electric block, described is connected to load controller between electric block and the second main frame.
Further, described platform framework assembly is fixed on wall-attached guiding device by off-load seat.
Further, described second main frame is provided with outer guard rail in contrast to the side of external wall.
This utility model has following main beneficial effect from jumping formwork job platform:
1, outside uses expanded metal lath protection, and overall appearance is effective；
2, all element factory are prefabricated, and standardization level is high, and quality easily ensures, in-site installation speed is fast；
3, combine construction flowing water section according to whole building to carry out burst or carry out overall lifting, it is to avoid suspended scaffold part is many, and security protection workload is big, the problem that potential safety hazard is many；
4, template operation is convenient and simple.Template operation is more convenient, work efficiency is higher compared with the attached lifting scaffold commonly used at present, builder's jack, console model scaffold；
5, compared with common outer protective scaffold, frame height is only 2.5 times (currently used maximum 4.5-5 times that outer protective frame height is structural standard story floor height) of structural standard story floor height, has saved lot of materials and manually；
6, lifting device is carried, overall lifting.Compared with tradition suspended scaffold, it is fast that turnover promotes speed, it is possible to saves tower crane holding time, improves overall structure construction efficiency；
7, adopting ground to assemble, the mode of integral hoisting, installation rate is fast, and work efficiency is high, it is to avoid a large amount of work high above the ground；
8, configuration intelligence load and sync control device in lifting process, according to load situation in lifting process, sends sound and light alarm or shutdown action, it is to avoid artificial in lifting process check the potential safety hazard caused not in place.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 (a), Fig. 2 (b), Fig. 2 (c), Fig. 2 (d) for this utility model from the installation procedure figure of jumping formwork job platform.
Fig. 3 (a), Fig. 3 (b), Fig. 3 (c), Fig. 3 (d), Fig. 3 (e) for this utility model from the flow chart that climbs of jumping formwork job platform.
Detailed description of the invention
In order to make the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, this utility model is explained in further detail.Should be appreciated that specific embodiment described herein is used only for explaining this utility model, be not used to limit this utility model.
On the contrary, this utility model contains any replacement made in spirit and scope of the present utility model, amendment, equivalent method and scheme being defined by the claims.Further, in order to make the public that the present invention to be had a better understanding, in below details of the present utility model being described, detailed describe some specific detail sections.The description not having these detail sections for a person skilled in the art can also understand this utility model completely.
As shown in Figure 1, for structural representation of the present utility model, it is shown that this utility model includes base the 1, first main frame the 2, second main frame 3 from jumping formwork job platform, electric block 4, outer guard rail 5, wall-attached guiding device 6, off-load seat 7, through-wall bolt 8, adjustable formwork supporting leg 9, steel form 10, template are walked on stage 11, guide rail 12 forms.
nullDescribed first main frame 2 one end and base 1 are bolted，One end of the other end of described first main frame 2 and described second main frame 3 links together，The other end of described second main frame 3 has a support platform，Constitute the whole frame structure from jumping formwork job platform，Described outer guard rail 5 is arranged on the outside of described second main frame 3，Described electric block 4 is arranged on the crossbeam place of described second main frame 3，Described electric block 4 connects one end of insurance steel cable，Described wall-attached guiding device 6 is fixed on the exterior wall of building structure by through-wall bolt 8，Described frame structure side is provided with guide rail 12，Described guide rail 12 is connected with described wall-attached guiding device 6，And especially by off-load seat 7, guide rail 12 is fixed on described wall-attached guiding device 6，Described insurance steel cable is slidably around being connected on base 1，And the other end is connected on the wall-attached guiding device 6 that in the middle part of guide rail 12, correspondence connects.
Described steel form 10 both sides are respectively provided with adjustable formwork supporting leg 9, wherein an adjustable formwork supporting leg 9 supports and is connected on construction wall, another adjustable formwork supporting leg 9 supports and is connected on the support platform of the second main frame 3, and the top of described steel form 10 connects template and walks on stage 11.
Use this from jumping formwork job platform, first should be worked out arrangement and method for construction by professional and technical personnel, lifting seat in the plane is set according to structural shear wall and load situation, checks the load in construction and stressing conditions.Organize construction team and the safety supervisor person of specialty when assembling and setting up, require to construct in strict accordance with arrangement and method for construction and rule of operation, specifically as shown in Figure 2,3.
1. as shown in Fig. 2 (a), utilize common scaffold as protection, traditionally construction method construction three layers, reserved from jumping formwork job platform through-wall bolt installing hole in work progress.
2. from jumping formwork job platform base, the first main frame, the second main frame according to arrangement and method for construction requirement, two seats in the plane will be assembled into a piece of in advance on ground.
3., as shown in Fig. 2 (b), wall-attached guiding device utilize relief arrangement be fixed on support body guide rail relevant position in advance.
4. removing common protective scaffold piecemeal, the formwork platform support body assembled is lifted by dismounting limit, limit, utilizes the through-wall bolt hole of indwelling in advance, uses through-wall bolt to be fixedly mounted structurally by support body.
5. use leger to be attached support body between group and group, and lay scaffold board；
6. as shown in Fig. 2 (c), expanded metal lath is carried out ground spelling, use tower crane auxiliary to carry out integral hoisting installation.
7. as shown in Fig. 2 (d), installing from jumping formwork job platform electric-control system and load sync control device, bar bender proceeds by reinforcing bar binding simultaneously.
8. treat that reinforcing bar binding is complete, hang in steel form, and installation form adjustable support leg and template are walked on stage, adjust template, casting concrete.
9., as it is shown on figure 3, back out template, utilize tower crane that template week goes to next construction flowing water section, promote from one index bed height of jumping formwork job platform.
10. assembling reinforcement, installation form, enter and promote circulation.
This utility model has following main beneficial effect from jumping formwork job platform:
1, outside uses expanded metal lath protection, and overall appearance is effective.
2, all element factory are prefabricated, and standardization level is high, and quality easily ensures, in-site installation speed is fast.
3, combine construction flowing water section according to whole building to carry out burst or carry out overall lifting, it is to avoid suspended scaffold part is many, and security protection workload is big, the problem that potential safety hazard is many.
4, template operation is convenient and simple.Template operation is more convenient, work efficiency is higher compared with the attached lifting scaffold commonly used at present, builder's jack, console model scaffold.
5, compared with common outer protective scaffold, frame height is only 2.5 times (currently used maximum 4.5-5 times that outer protective frame height is structural standard story floor height) of structural standard story floor height, has saved lot of materials and manually.
6, lifting device is carried, overall lifting.Compared with tradition suspended scaffold, it is fast that turnover promotes speed, it is possible to saves tower crane holding time, improves overall structure construction efficiency.
7, adopting ground to assemble, the mode of integral hoisting, installation rate is fast, and work efficiency is high, it is to avoid a large amount of work high above the ground.
8, configuration intelligence load and sync control device in lifting process, according to load situation in lifting process, sends sound and light alarm or shutdown action, it is to avoid artificial in lifting process check the potential safety hazard caused not in place.
Claims (7)
1. from jumping formwork job platform, it is characterized in that, described include platform framework assembly, wall-attached guiding device (6) and electrical hoist unit from jumping formwork job platform, described platform framework assembly is fixed on external wall by wall-attached guiding device (6), described electrical hoist unit is arranged on the crossbeam place on platform framework assembly top, one end of described electrical hoist unit connecting steel wire ropes, the bottom of platform framework assembly described in the activity solderless wrapped connection of described steel wire rope, and the other end described wall-attached guiding device of connection (6) of described steel wire rope.
2. according to claim 1 from jumping formwork job platform, it is characterized in that, described platform framework assembly includes the first main frame (2), the second main frame (3), described first main frame (2) one end is bolted a base (1), and described first main frame (2) other end connects one end of the second main frame (3).
3. according to claim 2 from jumping formwork job platform, it is characterized in that, described platform framework assembly is provided with guide rail (12) towards the side of external wall, described guide rail (12) is connected with described wall-attached guiding device (6), and described wall-attached guiding device (6) is fixed on external wall by through-wall bolt (8).
4. according to claim 2 from jumping formwork job platform, it is characterised in that described electrical hoist unit is arranged on the crossbeam of the second main frame (3).
5. according to claim 4 from jumping formwork job platform, it is characterised in that described electrical hoist unit is electric block, described electric block and be connected to load controller between the second main frame (3).
6. according to claim 1 from jumping formwork job platform, it is characterised in that described platform framework assembly is fixed on wall-attached guiding device (6) by off-load seat (7).
7. according to claim 2 from jumping formwork job platform, it is characterised in that described second main frame (3) is provided with outer guard rail (5) in contrast to the side of external wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520486096.7U CN205000632U9 (en) | 2015-07-07 | 2015-07-07 | From jumping formwork job platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520486096.7U CN205000632U9 (en) | 2015-07-07 | 2015-07-07 | From jumping formwork job platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN205000632U CN205000632U (en) | 2016-01-27 |
| CN205000632U9 true CN205000632U9 (en) | 2016-07-20 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520486096.7U Expired - Fee Related CN205000632U9 (en) | 2015-07-07 | 2015-07-07 | From jumping formwork job platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205000632U9 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523520B (en) * | 2020-12-12 | 2022-05-17 | 河南中之正工程技术研究院有限公司 | Construction method of lifting protection platform for prefabricated building |
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2015
- 2015-07-07 CN CN201520486096.7U patent/CN205000632U9/en not_active Expired - Fee Related
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| Publication number | Publication date |
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| CN205000632U (en) | 2016-01-27 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CGPU | Change to patent or to utility model | ||
| CU01 | Correction of utility model patent |
Correction item: Grant text Correct: Mo Ban False: Mo Ban Number: 04 Page: full text Volume: 32 |
|
| CU03 | Correction of utility model patent gazette |
Correction item: Denomination of Utility Model|Abstract Correct: Mo Ban False: Mo Ban Number: 04 Volume: 32 |
|
| ERR | Gazette correction | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160127 Termination date: 20190707 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |