CN104453225B - A kind of cushion cap column integrated construction adjusts structure - Google Patents
A kind of cushion cap column integrated construction adjusts structure Download PDFInfo
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- CN104453225B CN104453225B CN201410728194.7A CN201410728194A CN104453225B CN 104453225 B CN104453225 B CN 104453225B CN 201410728194 A CN201410728194 A CN 201410728194A CN 104453225 B CN104453225 B CN 104453225B
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- oil top
- horizontal
- steel plate
- cushion cap
- shoulder pole
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Abstract
The invention discloses a kind of cushion cap column integrated construction and adjust structure, it is characterized in that: be horizontal symmetry two longitudinal shoulder pole girders of welding in the both sides of formwork erection template, longitudinal shoulder pole girder is positioned on two horizontal girds be arrangeding in parallel, and two longitudinal shoulder pole girders and two horizontal girds be arrangeding in parallel are overlooked and arranged in " well " word；Horizontal gird supports with oil top box respectively at two ends；Oil top box fixed placement, on subgrade case, to be fixedly installed on the beam-ends at horizontal gird of the oily top support in oil top box, and adjusts horizontal gird height with oil top。The present invention can ensure that the accurate of column absolute altitude and perpendicularity requirement by simple and effective adjustment。
Description
Technical field
The present invention relates to the auxiliary in cushion cap column integrated construction and adjust structure, be more specifically used for assisting adjustment column absolute altitude and perpendicularity in cushion cap column integrated construction, it is achieved the supplementary structure that model of the column is laid。
Background technology
In cushion cap column integrated construction, after cushion cap reinforcing bar binding, cushion cap template installation, column steel bar template entirety inserts cushion cap, and then column steel bar template is fixed, and has reinforced rear cushion cap column one-piece casting。Integral construction method is effectively shortened the engineering time of cushion cap column, eliminates the cold seam of cushion cap and column junction, decreases the anthropic factor impact on construction quality in the construction of cushion cap column。Cushion cap column integrated construction column absolute altitude perpendicularity is the control stress point in construction, but at present not about for guaranteeing that the auxiliary that the accurate of column absolute altitude and perpendicularity require adjusts utensil。
Summary of the invention
The present invention is for avoiding the weak point existing for above-mentioned prior art, it is provided that a kind of cushion cap column integrated construction adjusts structure, is guaranteed the accurate of column absolute altitude and perpendicularity requirement by simple and effective adjustment。
The present invention solves that technical problem adopts the following technical scheme that
Cushion cap column integrated construction of the present invention adjusts being structurally characterized in that of structure: be horizontal symmetry two longitudinal shoulder pole girders of welding in the both sides of model of the column, described longitudinal shoulder pole girder is positioned on two horizontal girds be arrangeding in parallel, and described two longitudinal shoulder pole girders and two horizontal girds be arrangeding in parallel are overlooked and arranged in " well " word；Described horizontal gird supports with oil top box respectively at two ends；Described oil top box fixed placement, on subgrade case, to be fixedly installed on the beam-ends at described horizontal gird of the oily top support in oil top box, and adjusts horizontal gird height with described oil top。
Cushion cap column integrated construction of the present invention adjusts the feature of structure and lies also in: the structure of described oil top box is set to: arrange oil top in a rectangular box, the both sides on oil top are fixedly installed I-steel respectively, it is placed with supporting steel plate, height adjusting cushion plate of jumping a queue between described I-steel and supporting steel plate at the top on oil top；Being provided with upright spacing steel plate in the both sides of described rectangular box, constituted groove with described upright spacing steel plate with supporting steel plate, the beam-ends of described horizontal gird is supported on described supporting steel plate and spacing in described groove by described upright spacing steel plate。
Cushion cap column integrated construction of the present invention adjusts the feature of structure and also resides in: adopt fining twisted steel fixing to drawing between described two longitudinal shoulder pole girders。
Compared with the prior art, the present invention has the beneficial effect that:
1, the present invention utilizes oil top and horizontal gird can effectively adjust column absolute altitude and perpendicularity, it is ensured that construction quality；
2, in the present invention, two longitudinal shoulder pole girders and two horizontal girds be arrangeding in parallel are arranged in " well " word, and its stabilized structure is firm。
3, present configuration is simple, easy to implement, reusable。
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of the present invention；
Fig. 2 is side-looking structural representation of the present invention；
Fig. 3 is plan structure schematic diagram of the present invention；
Fig. 4 is oil roof construction schematic diagram in the present invention；
Number in the figure: 1 model of the column, 2 longitudinal shoulder pole girders, 3 height adjusting cushion plates, 4 horizontal girds, 5 oil top boxs, 6 subgrade cases, 7 oil tops, 8 spacing steel plates, 9 I-steel, 10 supporting steel plates, 11 fining twisted steels, 12 cushion cap templates。
Detailed description of the invention
Referring to Fig. 1, Fig. 2 and Fig. 3, in this enforcement, cushion cap column integrated construction adjustment structure is: be horizontal symmetry two longitudinal shoulder pole girders 2 of welding in the both sides of model of the column 1, adopt fining twisted steel 11 fixing to drawing between two longitudinal shoulder pole girders 2, longitudinal shoulder pole girder 2 is positioned on two horizontal girds be arrangeding in parallel 4, and two longitudinal shoulder pole girders 2 and two horizontal girds be arrangeding in parallel 4 are overlooked and arranged in " well " word；Horizontal gird 4 supports with oil top box 5 respectively at two ends；Oil top box 5 fixed placement is on subgrade case 6, the beam-ends of horizontal gird 4 it is supported on the oil top 7 being fixedly installed in oil top box 5, and adjust horizontal gird 4 height with oil top 7, thus reaching the adjustment of column absolute altitude and perpendicularity, guarantee that column absolute altitude adjusts soon and accurately, improve project progress with this, ensure construction quality。
In being embodied as, shown in as shown in Figure 1, Figure 3 and Figure 4, the structure of oil top box 5 is set to: arrange oil top 7 in the rectangular box become by Plate Welding thick for 2cm, the both sides on oil top 7 are fixedly installed I-steel 9 respectively, it is placed with supporting steel plate 10, height adjusting cushion plate 3 of jumping a queue between I-steel 9 and supporting steel plate 10 at the top on oil top 7；Upright spacing steel plate 8 it is welded with in the both sides of rectangular box, groove is constituted with supporting steel plate 10 with upright spacing steel plate 8, the beam-ends of horizontal gird 4 is supported on supporting steel plate 10 and spacing in a groove by upright spacing steel plate 8, being subjected to displacement with horizontal gird 4 entirety in order to avoid regulating process central post template 1, horizontal gird 4 is to make with I-steel。Oil top 7 is jack, with oil top box 5, oil top 7 is played location, the fixing and effect protected, it is prevented that jack is operationally toppled over。Horizontal gird 4 is played effect that is spacing and that support by the supporting steel plate 10 in oil top box 5, and supporting steel plate 10 increases the contact area between oil top 7 and horizontal gird 4, it is ensured that stablizing of support system。
In work progress, after cushion cap reinforcing bar binding and cushion cap template 12 installation, column steel bar template entirety inserts cushion cap, cushion cap column integrated construction of the present invention is set and adjusts structure, the present invention is utilized accurately to adjust height and the perpendicularity of model of the column 1, then column template 1 is fixed, and has reinforced rear cushion cap column one-piece casting。
Claims (3)
1. a cushion cap column integrated construction adjusts structure, it is characterized in that: be horizontal symmetry two longitudinal shoulder pole girders (2) of welding in the both sides of model of the column (1), described longitudinal shoulder pole girder (2) is positioned on two horizontal girds be arrangeding in parallel (4), and described two longitudinal shoulder pole girders (2) and two horizontal girds be arrangeding in parallel (4) are overlooked and arranged in " well " word；Described horizontal gird (4) supports with oil top box (5) respectively at two ends；Described oil top box (5) fixed placement is on subgrade case (6), it is supported on the beam-ends of described horizontal gird (4) with oil top (7) being fixedly installed in oil top box (5), and adjusts horizontal gird (4) highly with described oil top (7)。
2. cushion cap column integrated construction according to claim 1 adjusts structure, it is characterized in that: it is characterized in that: the structure of described oil top box (5) is set to: arrange oil top (7) in a rectangular box, the both sides of oil top (7) are fixedly installed I-steel (9) respectively, it is placed with supporting steel plate (10), height adjusting cushion plate of jumping a queue between described I-steel (9) and supporting steel plate (10) at the top of You Ding (7)；Upright spacing steel plate (8) it is provided with in the both sides of described rectangular box, being constituted groove with described upright spacing steel plate (8) with supporting steel plate (10), it is upper and spacing in described groove by described upright spacing steel plate (8) that the beam-ends of described horizontal gird (4) is supported on described supporting steel plate (10)。
3. cushion cap column integrated construction according to claim 1 and 2 adjusts structure, it is characterized in that: adopt fining twisted steel (11) fixing to drawing between described two longitudinal shoulder pole girders (2)。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410728194.7A CN104453225B (en) | 2014-12-03 | 2014-12-03 | A kind of cushion cap column integrated construction adjusts structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410728194.7A CN104453225B (en) | 2014-12-03 | 2014-12-03 | A kind of cushion cap column integrated construction adjusts structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104453225A CN104453225A (en) | 2015-03-25 |
| CN104453225B true CN104453225B (en) | 2016-06-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410728194.7A Active CN104453225B (en) | 2014-12-03 | 2014-12-03 | A kind of cushion cap column integrated construction adjusts structure |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2816119Y (en) * | 2005-06-16 | 2006-09-13 | 上海市政工程设计研究院 | Regulation positioning apparatus of prefabricated heavy-duty pier |
| JP2012012835A (en) * | 2010-06-30 | 2012-01-19 | Okumura Corp | Construction method of work floor for high altitude work |
| CN102363946A (en) * | 2011-11-30 | 2012-02-29 | 上海市城市建设设计研究总院 | Prefabricated upright post and bearing platform assembled structure and assembling and positioning process thereof |
| CN202787092U (en) * | 2012-09-18 | 2013-03-13 | 颜可仁 | Large-scale bearing platform pier column connection component installation accurate positioning device |
| CN204252545U (en) * | 2014-12-03 | 2015-04-08 | 中铁上海工程局有限公司 | A kind of cushion cap column integrated construction adjust structure |
-
2014
- 2014-12-03 CN CN201410728194.7A patent/CN104453225B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2816119Y (en) * | 2005-06-16 | 2006-09-13 | 上海市政工程设计研究院 | Regulation positioning apparatus of prefabricated heavy-duty pier |
| JP2012012835A (en) * | 2010-06-30 | 2012-01-19 | Okumura Corp | Construction method of work floor for high altitude work |
| CN102363946A (en) * | 2011-11-30 | 2012-02-29 | 上海市城市建设设计研究总院 | Prefabricated upright post and bearing platform assembled structure and assembling and positioning process thereof |
| CN202787092U (en) * | 2012-09-18 | 2013-03-13 | 颜可仁 | Large-scale bearing platform pier column connection component installation accurate positioning device |
| CN204252545U (en) * | 2014-12-03 | 2015-04-08 | 中铁上海工程局有限公司 | A kind of cushion cap column integrated construction adjust structure |
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| Publication number | Publication date |
|---|---|
| CN104453225A (en) | 2015-03-25 |
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