CN203547125U - Column type overall steel platform hydraulic creeping formwork - Google Patents
Column type overall steel platform hydraulic creeping formwork Download PDFInfo
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- CN203547125U CN203547125U CN201320487920.1U CN201320487920U CN203547125U CN 203547125 U CN203547125 U CN 203547125U CN 201320487920 U CN201320487920 U CN 201320487920U CN 203547125 U CN203547125 U CN 203547125U
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Abstract
The utility model relates to creeping formworks applied to building construction, particularly to a column type overall steel platform hydraulic creeping formwork. The column type overall steel platform hydraulic creeping formwork comprises a main bearing column, a steel tube framework and a top steel platform. The column type overall steel platform hydraulic creeping formwork is of three and a half storey structure, the upper portion of the formwork is overhung with doubled storey heights and is composed of a formwork plate layer and a reinforcing steel bar layer, and both the formwork plate layer and the reinforcing steel bar layer are respectively provided with three operation layers; the main bearing column is connected with a wall attachment device through unloading hinge pins, and the wall attachment device is fixed onto a wall; formwork plate layer columns are fixedly mounted on the main bearing column, the upper end of a steel formwork plate is hung on the top steel platform through formwork plate hanging ropes, and the lower end of the steel formwork plate is connected to the wall; reinforcing steel bar layer columns are fixedly mounted on the formwork plate layer columns; the top steel platform comprises a main beam, a plurality of auxiliary beam and top columns, the top columns are connected with the reinforcing steel bar layer columns and sequentially provided with the main beam and the auxiliary beams, and scaffold boards are laid on the main beam and the auxiliary beam; steel tubes and protective nets are laid on the periphery of the creeping formwork. According to the column type overall steel platform hydraulic creeping formwork, the top steel platform integrates a hoister into a whole, so that the safety of the formwork can be enhanced, and good social and economic benefits can be obtained.
Description
Technical field
The utility model relates to a kind of hydraulic climbing formwork using for building operations, specifically a kind of column integral steel platform hydraulic climbing formwork.
Background technology
At present, in Tall Reinforced Concrete Buildings construction, Core Walls Structure all adopts the creeping formwork decorum, but the use of current hydraulic climbing formwork has some limitations, for example for the restriction of engineering floor height, can not meet the engineering that floor height is too high, the high engineering of floor height is adopted and climbed at twice, not only reduced speed of application, affect the duration, and lavish labor on.
Utility model content
The purpose of this utility model is to solve above-mentioned the deficiencies in the prior art, and a kind of safe and reliable column integral steel platform hydraulic climbing formwork is provided.The utility model is achieved through the following technical solutions:
A kind of column integral steel platform hydraulic climbing formwork, comprises primary load bearing column 6, template layer, steel bar layer and top steel platform; Described primary load bearing column 6 is connected with wall-attaching equipment 2 by off-load bearing pin 5, and described wall-attaching equipment 2 is fixed on body of wall, and respective steel pipe support 8 is set up in primary load bearing column 6 peripheries, and lays scaffold floor 16; Described template layer comprises template layer column 121 and steel form 13, described template layer column 121 is fixedly mounted on main holding on column 6, described steel form 13 upper ends are lifted on the steel platform of top by template lifting rope 19, lower end and wall connecting, respective steel pipe support 8 is set up in described template layer column 121 peripheries, and lays scaffold floor 16; Described steel bar layer comprises steel bar layer column 122, is fixedly mounted on template layer column 121, and respective steel pipe support 8 is set up in steel bar layer column 122 peripheries, and lays scaffold floor 16; Described top steel platform comprises girder 17, several secondary beams 18 and top upright post 11, described top upright post 11 is connected with steel bar layer column 122, girder 17 is arranged on top upright post 11, and secondary beam 18 is arranged on girder 17, lays top steel platform legs palm 14 on described secondary beam 18.
Further, in technique scheme, described creeping formwork adopts hydraulic jack system to promote; Described hydraulic jack system comprises track 3, oil cylinder 4, oil pump and electric control box; Described track 3 off-loads are in wall-attaching equipment 2; Described oil cylinder arranges respectively upper climbing head 7 and lower climbing head in two ends Shang Xia 4, and is arranged on track 3 by upper lower climbing head, and described upper climbing head 7 is connected with primary load bearing column 6 by bearing pin, and described oil pump and electric control box are arranged on primary load bearing column 6.
Further, in technique scheme, 3 layer of half structure of described creeping formwork bedding, the twice of encorbelmenting above floor height, is respectively template layer and steel bar layer, described template layer and steel bar layer all arrange 3 operation layers.
Further, in technique scheme, protective screening 10 is all laid in described primary load bearing column 6, template layer and steel bar layer periphery, and several steel pipe frame bridgings 15 are installed.
Further, in technique scheme, described primary load bearing column 6 is perpendicular to the ground, and is provided with crown wall leading screw 9, and described crown wall leading screw 9 holds out against body of wall.
The column integral steel platform hydraulic climbing formwork that the utility model provides provides comfortable safe operating environment to workman, solved and because template is too high, moved back that mould is dangerous, floor height highly once promotes, reinforcing bar does not have the problems such as local stacking, top steel platform links into an integrated entity lifting seat in the plane, improve the safety of support body, there is good Social benefit and economic benefit.
Accompanying drawing explanation
Fig. 1 is the utility model overall structure schematic diagram;
Fig. 2 is that the utility model promotes place, seat in the plane node schematic diagram;
Fig. 3 is the utility model top steel platform schematic diagram.
In figure: 1-through-wall bolt, 2-wall-attaching equipment, 3-track, 4-hydraulic cylinder, 5-off-load bearing pin, 6-primary load bearing column, 7-climb head, 8-steel pipe frame, 9-crown wall leading screw, 10-protective screening, 11-top upright post, 121-template layer column, 122-steel bar layer column, 13-steel form, 14-top steel platform legs palm, 15-steel pipe frame bridging, 16-scaffold floor, 17-steel platform girder, 18-steel platform secondary beam, 19-template lifting rope.
The specific embodiment
Below in conjunction with Figure of description, the utility model is described in further details.
As shown in Figure 1,3 layer of half structure of column integral steel platform hydraulic climbing formwork bedding that the utility model provides, the twice of encorbelmenting above floor height, respectively template layer and steel bar layer, for convenience of workman, operate every layer three operation layers are set, top steel platform is by the staggered assembling of girder steel, and top steel platform can be stacked material according to load requirement under suspended state, to workman, provides convenience.
As shown in Figure 3, creeping formwork comprises primary load bearing column 6, template layer, steel bar layer and top steel platform; Described primary load bearing column 6 is connected with wall-attaching equipment 2 by off-load bearing pin 5, and described wall-attaching equipment 2 is fixed on body of wall, and respective steel pipe support 8 is set up in primary load bearing column 6 peripheries, and lays scaffold floor 16; Described template layer comprises template layer column 121 and steel form 13, described template layer column 121 is fixedly mounted on main holding on column 6, described steel form 13 upper ends are lifted on the steel platform of top by template lifting rope 19, lower end and wall connecting, respective steel pipe support 8 is set up in described template layer column 121 peripheries, and lays scaffold floor 16; Described steel bar layer comprises a pair of steel bar layer column 122, is fixedly mounted on template layer column 121, and respective steel pipe support 8 is set up in steel bar layer column 122 peripheries, and lays scaffold floor 16; Described top steel platform comprises girder 17, several secondary beams 18 and top upright post 11, described top upright post 11 is connected with steel bar layer column 122, girder 17 is arranged on top upright post 11, and secondary beam 18 is arranged on girder 17, lays top steel platform legs palm 14 on described secondary beam 18.It is perpendicular to the ground that master holds column 6, and be provided with crown wall leading screw 9, and described crown wall leading screw 9 holds out against body of wall.
As Fig. 1, protective screening 10 is all laid in primary load bearing column 6, template layer and steel bar layer periphery, and several steel pipe frame bridgings 15 are installed.
As shown in Figure 2, described creeping formwork adopts hydraulic jack system to promote; Described hydraulic jack system comprises track 3, oil cylinder 4, oil pump and electric control box; Described track 3 off-loads are in wall-attaching equipment 2; Described oil cylinder arranges respectively upper climbing head 7 and lower climbing head in two ends Shang Xia 4, and is arranged on track 3 by upper lower climbing head, and described upper climbing head 7 holds column 6 by bearing pin with master and is connected, and described oil pump and electric control box are arranged on main holding on column 6.
The column integral steel platform hydraulic climbing formwork that the utility model provides is to being embedded with strict demand in construction, and level, vertical both direction all must be within regulation be total to poor scope.Concrete installation procedure is as follows: wall-attaching equipment 2 use through-wall bolts 1 are fixed on structurally, off-load bearing pin 5 is arranged in wall-attaching equipment 2, by tower crane, primary load bearing column 6 is coupled together by off-load bearing pin 5 and wall-attaching equipment 2, then by line, fall and regulate primary load bearing column 6, make it perpendicular to the ground, after regulating, crown wall leading screw 9 is tightened, set up outer steel pipe support 8, lay relevant position scaffold floor 16 and protective screening 10, then will climb 7 is connected with primary load bearing column 6 by bearing pin, oil cylinder 4 and lower climbing head are installed, by tower crane, lift track 3, track 3 off-loads can be in place in wall-attaching equipment 2, adopt high-strength bolt connection mode flaggy column 121 to adjust its verticality, set up respective steel pipe support 8, lay respective foot palm 16 and protective screening 10, by formwork collocation figure, lift steel form 13 temporary fixed, steel bar layer column 122 is installed, set up respective steel pipe support 8, lay respective foot palm 16 and protective screening 10, by code requirement, set up steel pipe frame bridging 15, top upright post 11 is installed, by bolt and main beam connections, steel platform girder (17) is installed, steel platform secondary beam 18, lay top steel platform legs palm 14, installation form lifting rope 19, oil pump is finally installed, electric control box is on primary load bearing column 6, then try out.
The content of technique scheme is only disclosing that preferred embodiment of the present utility model is done, and can not be used for limiting the utility model, and the content that protection domain of the present utility model should be defined with the application's claim protection domain is as the criterion.Anyly have the knack of the art person, not departing from spirit and scope of the present utility model, various variations of doing or be equal to replacement, all should belong to protection domain of the present utility model.
Claims (5)
1. a column integral steel platform hydraulic climbing formwork, is characterized in that: comprise primary load bearing column (6), template layer, steel bar layer and top steel platform;
Described primary load bearing column (6) is connected with wall-attaching equipment (2) by off-load bearing pin (5), and described wall-attaching equipment (2) is fixed on body of wall, and respective steel pipe support (8) is set up in primary load bearing column (6) periphery, and lays scaffold floor (16);
Described template layer comprises template layer column (121) and steel form (13), described template layer column (121) is fixedly mounted on primary load bearing column (6), described steel form (13) upper end is lifted on the steel platform of top by template lifting rope (19), lower end and wall connecting, respective steel pipe support (8) is set up in described template layer column (121) periphery, and lays scaffold floor (16);
Described steel bar layer comprises steel bar layer column (122), is fixedly mounted on template layer column (121) upper, and respective steel pipe support (8) is set up in steel bar layer column (122) periphery, and lays scaffold floor (16);
Described top steel platform comprises girder (17), several secondary beams (18) and top upright post (11), described top upright post (11) is connected with steel bar layer column (122), girder (17) is arranged on top upright post (11), it is upper that secondary beam (18) is arranged on girder (17), the upper top steel platform legs palm (14) of laying of described secondary beam (18).
2. a kind of column integral steel platform hydraulic climbing formwork as claimed in claim 1, is characterized in that: described creeping formwork adopts hydraulic jack system to promote; Described hydraulic jack system comprises track (3), oil cylinder (4), oil pump and electric control box; Described track (3) off-load is in wall-attaching equipment (2); The upper and lower two ends of described oil cylinder (4) arrange respectively upper climbing head (7) and lower climbing head, and be arranged on track (3) by upper lower climbing head, described upper climbing head (7) is connected with primary load bearing column (6) by bearing pin, and described oil pump and electric control box are arranged on primary load bearing column (6).
3. a kind of column integral steel platform hydraulic climbing formwork as claimed in claim 1, is characterized in that: 3 layer of half structure of described creeping formwork bedding, and the twice of encorbelmenting above floor height, is respectively template layer and steel bar layer, described template layer and steel bar layer all arrange 3 operation layers.
4. a kind of column integral steel platform hydraulic climbing formwork as claimed in claim 1, is characterized in that: protective screening (10) is all laid in described primary load bearing column (6), template layer and steel bar layer periphery, and several steel pipe frame bridgings (15) is installed.
5. a kind of column integral steel platform hydraulic climbing formwork as claimed in claim 1, is characterized in that: it is perpendicular to the ground that described master holds inner column (6), and is provided with crown wall leading screw (9), described crown wall leading screw (9) holds out against body of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320487920.1U CN203547125U (en) | 2013-08-14 | 2013-08-14 | Column type overall steel platform hydraulic creeping formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320487920.1U CN203547125U (en) | 2013-08-14 | 2013-08-14 | Column type overall steel platform hydraulic creeping formwork |
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| Publication Number | Publication Date |
|---|---|
| CN203547125U true CN203547125U (en) | 2014-04-16 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320487920.1U Expired - Fee Related CN203547125U (en) | 2013-08-14 | 2013-08-14 | Column type overall steel platform hydraulic creeping formwork |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131703A (en) * | 2014-05-16 | 2014-11-05 | 中国建筑第四工程局有限公司 | Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork |
| CN107762144A (en) * | 2017-11-14 | 2018-03-06 | 浙江乔兴建设集团有限公司 | A kind of safety climbing form frame structure easy to assemble |
| CN107882322A (en) * | 2017-11-14 | 2018-04-06 | 浙江乔兴建设集团有限公司 | A kind of climbing form frame structure of convenient disassembly |
| CN111219055A (en) * | 2019-12-29 | 2020-06-02 | 中建三局第三建设工程有限责任公司 | Light-duty recyclable efficient construction building equipment and construction method thereof |
-
2013
- 2013-08-14 CN CN201320487920.1U patent/CN203547125U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131703A (en) * | 2014-05-16 | 2014-11-05 | 中国建筑第四工程局有限公司 | Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork |
| CN107762144A (en) * | 2017-11-14 | 2018-03-06 | 浙江乔兴建设集团有限公司 | A kind of safety climbing form frame structure easy to assemble |
| CN107882322A (en) * | 2017-11-14 | 2018-04-06 | 浙江乔兴建设集团有限公司 | A kind of climbing form frame structure of convenient disassembly |
| CN111219055A (en) * | 2019-12-29 | 2020-06-02 | 中建三局第三建设工程有限责任公司 | Light-duty recyclable efficient construction building equipment and construction method thereof |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140416 Termination date: 20190814 |