CN203320700U - Steel structure column foot connecting structure - Google Patents
Steel structure column foot connecting structure Download PDFInfo
- Publication number
- CN203320700U CN203320700U CN2013204332613U CN201320433261U CN203320700U CN 203320700 U CN203320700 U CN 203320700U CN 2013204332613 U CN2013204332613 U CN 2013204332613U CN 201320433261 U CN201320433261 U CN 201320433261U CN 203320700 U CN203320700 U CN 203320700U
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- China
- Prior art keywords
- column
- steel
- column foot
- heel slab
- embedded bolt
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- Expired - Lifetime
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Abstract
The utility model discloses a steel structure column foot connecting structure. The steel structure column foot connecting structure is characterized in that a column foot plate is arranged on the end face of the bottom of a steel column, and through holes are formed in different positions of the column foot plate; embedded bolts are fixedly arranged in a concrete foundation by embedding, and the positions of the embedded bolts and the positions of the through holes in the column foot plate are in one-to-one correspondence; adjusting bolts are arranged on the embedded bolts, the steel column is arranged on the embedded bolts by the column foot plate on the end face of the bottom of the steel column, the adjusting bolts conduct supporting and height adjusting on the bottom face of the column foot plate, and fastening nuts are arranged on the embedded bolts and placed on the upper surface of the column foot plate. The steel structure column foot connecting structure can guarantee the fact that a steel structure column body can be adjusted horizontally and fixed effectively, the method is simple, operating is fast, the working efficiency can be greatly improved, and the construction quality can be guaranteed.
Description
Technical field
The utility model relates to the steel structure column feet connecting structure, for steel structure column is fixed, so that cylinder is carried out to effective leveling.
Background technology
In prior art, the form that steel structure column is permanently fixed has a variety of, comprises pre-embedded steel slab, is directly to be welded on embedded board by the steel column foot plate; Pre-embedded bolt also is set, and by placing at the steel column foot base plate, some block plates are flattened, but these forms all can not meet fast in Specific construction, the requirement of validity.
The utility model content
The utility model is the weak point for avoiding above-mentioned prior art to exist, and a kind of steel structure column feet connecting structure is provided, and is beneficial to be fixed for steel column, and cylinder is carried out to effective leveling.
The utility model is that the technical solution problem adopts following technical scheme:
The characteristics of the utility model steel structure column feet connecting structure are: the bottom end face at steel column arranges heel slab, and each through hole is set on the diverse location of described heel slab; In concrete foundation, by pre-buried each pre-embedded bolt that is fixedly installed, described each pre-embedded bolt is corresponding one by one with each lead to the hole site on heel slab; On described pre-embedded bolt, adjusting nut is set, steel column is arranged on pre-embedded bolt with the heel slab on its bottom end face, and supported and Height Adjustment in the bottom surface of heel slab by adjusting nut, on described pre-embedded bolt, be positioned at the heel slab upper surface and be provided with clamp nut.
The characteristics of the utility model steel structure column feet connecting structure also are:
Be provided with parallels between described adjusting nut and heel slab, between described clamp nut and heel slab, be provided with foundary weight.
On described pre-embedded bolt, be positioned on clamp nut and be provided with locknut.
Compared with the prior art, the utility model beneficial effect is embodied in:
1, the utility model is for being fixed steel structure column, can guarantee steel column not being subject to firmly to erect under External Force Acting, installation rate is fast;
2, the utility model can carry out leveling to steel column fast by adjusting adjusting nut, simple to operate, leveling is effective;
3, the utility model arranges the stability that locknut can guarantee steel column;
4, the utility model can be for the fixing and leveling of the steel column cylinder of pre-embedded bolt formula H steel column, box column, association's steel column, irregular form, and easy to use and flexible, quick, effect is high.
The accompanying drawing explanation
Fig. 1 is the utility model schematic diagram;
Number in the figure: 1 steel column; 2 heel slabs; 3 stiffened panels; 4 concrete foundations; 5 pre-embedded bolts; 6 parallels; 7 foundary weight; 8 adjusting nuts; 9 clamp nuts; 10 locknuts.
The specific embodiment
Referring to Fig. 1, in the present embodiment, the steel structure column feet connecting structure is: the bottom end face at steel column 2 arranges heel slab 2, and each through hole is set on the diverse location of heel slab 2; In concrete foundation 4, by pre-buried each pre-embedded bolt 5 that is fixedly installed, each pre-embedded bolt 5 is corresponding one by one with each lead to the hole site on heel slab 2; Adjusting nut 8 is set on pre-embedded bolt 5, steel column 1 is arranged on pre-embedded bolt 5 with the heel slab 2 on its bottom end face, and supported and Height Adjustment in the bottom surface of heel slab 2 by adjusting nut 8, on pre-embedded bolt 5, be positioned at heel slab 2 upper surfaces and be provided with clamp nut 9.
In concrete enforcement, be provided with parallels 6 between adjusting nut 8 and heel slab 2, be provided with foundary weight 7 between clamp nut 9 and heel slab 2, be beneficial to the firm of fixed structure and adjust, on pre-embedded bolt 5, be positioned on clamp nut 9 and be provided with locknut 10, avoid fixed structure loosening, between heel slab 2 and steel column web, be provided with stiffened panel 3, to strengthen the fastness of structure.
In construction, at first adjusting nut 8 is installed on pre-embedded bolt, configuration parallels 6 on adjusting nut 8, survey on request the construction elevation of heel slab 2, utilize the up-down adjustment of adjusting nut 8 to carry out the control of construction elevation to parallels 6, after parallels 6 absolute altitudes reach construction requirement, steel column 1 is beneficial to heel slab to be placed on parallels 6, place foundary weight 7 thereupon and clamp nut 9 is installed, steel column 1 is firmly fixed, and lifting machine leaves steel column 1; After all steel column liftings finish, need to carry out level correction and axis repetition measurement to steel column; During single column foot connecting structure Level tune, must guarantee that one of them parallels does not move on the previous level absolute altitude, and be as the criterion to all the other parallels absolute altitudes by the fine setting up and down of adjusting nut 8 with this horizontal parallels 6, until reach the absolute altitude requirement, after absolute altitude reaches requirement, all heel slabs on final base surface should be guaranteed on same absolute altitude line.
Claims (3)
1. a steel structure column feet connecting structure, it is characterized in that: the bottom end face at steel column (1) arranges heel slab (2), and each through hole is set on the diverse location of described heel slab (2); In concrete foundation (4), by pre-buried each pre-embedded bolt (5) that is fixedly installed, described each pre-embedded bolt (5) is corresponding one by one with each lead to the hole site on heel slab (2); Adjusting nut (8) is set on described pre-embedded bolt (5), steel column (1) is arranged on pre-embedded bolt (5) with the heel slab on its bottom end face (2), and supported and Height Adjustment in the bottom surface of heel slab (2) by adjusting nut (8), upper at described pre-embedded bolt (5), be positioned at heel slab (2) upper surface and be provided with clamp nut (9).
2. steel structure column feet connecting structure according to claim 1, it is characterized in that: be provided with parallels (6) between described adjusting nut (8) and heel slab (2), between described clamp nut (9) and heel slab (2), be provided with foundary weight (7).
3. steel structure column feet connecting structure according to claim 1 is characterized in that: upper at described pre-embedded bolt (5), be positioned on clamp nut (9) and be provided with locknut (10).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204332613U CN203320700U (en) | 2013-07-19 | 2013-07-19 | Steel structure column foot connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204332613U CN203320700U (en) | 2013-07-19 | 2013-07-19 | Steel structure column foot connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320700U true CN203320700U (en) | 2013-12-04 |
Family
ID=49660066
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013204332613U Expired - Lifetime CN203320700U (en) | 2013-07-19 | 2013-07-19 | Steel structure column foot connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203320700U (en) |
Cited By (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711141A (en) * | 2013-12-17 | 2014-04-09 | 攀钢集团工程技术有限公司 | Construction method for equipment installation without sizing block |
| CN103741710A (en) * | 2013-12-17 | 2014-04-23 | 攀钢集团工程技术有限公司 | Construction method of installation equipment without sizing block |
| CN105484290A (en) * | 2016-01-07 | 2016-04-13 | 惠生（南通）重工有限公司 | Tool for general assembly of land pipe gallery module |
| CN106638969A (en) * | 2016-12-16 | 2017-05-10 | 北京双誉科技发展有限公司 | Container portable house |
| CN106759851A (en) * | 2017-03-14 | 2017-05-31 | 成都创客集成房屋有限公司 | The pre-buried supporting construction in steel construction room |
| CN108130982A (en) * | 2017-12-29 | 2018-06-08 | 郑州航空工业管理学院 | A kind of exposed suspension column automatic reset device of steel construction |
| CN108265623A (en) * | 2018-02-13 | 2018-07-10 | 高强 | A kind of prefabricated superposed type anti-collision wall and its construction method for urban viaduct |
| CN108560394A (en) * | 2018-06-29 | 2018-09-21 | 中国华电科工集团有限公司 | A kind of suspension column structure of large-span steel trestle |
| CN108867687A (en) * | 2018-07-04 | 2018-11-23 | 中国电子科技集团公司第三十八研究所 | A kind of adjustable ground |
| CN109972651A (en) * | 2019-05-09 | 2019-07-05 | 信息产业电子第十一设计研究院科技工程股份有限公司 | The improvement structure of outer-enwraped type square steel tube suspension column pre-embedded bolt |
| CN110043083A (en) * | 2019-04-18 | 2019-07-23 | 深圳市简道三捷智能停车科技有限公司 | Stereo garage column |
| CN110821024A (en) * | 2019-11-22 | 2020-02-21 | 韶关市第一建筑工程有限公司 | Steel structure roof supporting system and construction method thereof |
| CN112878709A (en) * | 2021-01-29 | 2021-06-01 | 中国五冶集团有限公司 | Accurate and rapid fine adjustment device for large steel column installation and fine adjustment method thereof |
| CN115111467A (en) * | 2022-05-25 | 2022-09-27 | 中国华冶科工集团有限公司 | Equipment installation device and method |
-
2013
- 2013-07-19 CN CN2013204332613U patent/CN203320700U/en not_active Expired - Lifetime
Cited By (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103711141A (en) * | 2013-12-17 | 2014-04-09 | 攀钢集团工程技术有限公司 | Construction method for equipment installation without sizing block |
| CN103741710A (en) * | 2013-12-17 | 2014-04-23 | 攀钢集团工程技术有限公司 | Construction method of installation equipment without sizing block |
| CN103741710B (en) * | 2013-12-17 | 2015-10-14 | 攀钢集团工程技术有限公司 | Without the construction method of parallels erection equipment |
| CN105484290A (en) * | 2016-01-07 | 2016-04-13 | 惠生（南通）重工有限公司 | Tool for general assembly of land pipe gallery module |
| CN106638969A (en) * | 2016-12-16 | 2017-05-10 | 北京双誉科技发展有限公司 | Container portable house |
| CN106759851A (en) * | 2017-03-14 | 2017-05-31 | 成都创客集成房屋有限公司 | The pre-buried supporting construction in steel construction room |
| CN108130982A (en) * | 2017-12-29 | 2018-06-08 | 郑州航空工业管理学院 | A kind of exposed suspension column automatic reset device of steel construction |
| CN108265623A (en) * | 2018-02-13 | 2018-07-10 | 高强 | A kind of prefabricated superposed type anti-collision wall and its construction method for urban viaduct |
| CN108560394A (en) * | 2018-06-29 | 2018-09-21 | 中国华电科工集团有限公司 | A kind of suspension column structure of large-span steel trestle |
| CN108867687A (en) * | 2018-07-04 | 2018-11-23 | 中国电子科技集团公司第三十八研究所 | A kind of adjustable ground |
| CN108867687B (en) * | 2018-07-04 | 2020-08-04 | 中国电子科技集团公司第三十八研究所 | Adjustable foundation |
| CN110043083A (en) * | 2019-04-18 | 2019-07-23 | 深圳市简道三捷智能停车科技有限公司 | Stereo garage column |
| CN109972651A (en) * | 2019-05-09 | 2019-07-05 | 信息产业电子第十一设计研究院科技工程股份有限公司 | The improvement structure of outer-enwraped type square steel tube suspension column pre-embedded bolt |
| CN110821024A (en) * | 2019-11-22 | 2020-02-21 | 韶关市第一建筑工程有限公司 | Steel structure roof supporting system and construction method thereof |
| CN112878709A (en) * | 2021-01-29 | 2021-06-01 | 中国五冶集团有限公司 | Accurate and rapid fine adjustment device for large steel column installation and fine adjustment method thereof |
| CN112878709B (en) * | 2021-01-29 | 2022-08-19 | 中国五冶集团有限公司 | Accurate and rapid fine adjustment device for large steel column installation and fine adjustment method thereof |
| CN115111467A (en) * | 2022-05-25 | 2022-09-27 | 中国华冶科工集团有限公司 | Equipment installation device and method |
| CN115111467B (en) * | 2022-05-25 | 2023-08-08 | 中国华冶科工集团有限公司 | Device mounting apparatus and method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131204 |
|
| CX01 | Expiry of patent term |