CN201567684U - Transition lug for connecting box-type steel reinforced concrete column - Google Patents
Transition lug for connecting box-type steel reinforced concrete column Download PDFInfo
- Publication number
- CN201567684U CN201567684U CN200920256126XU CN200920256126U CN201567684U CN 201567684 U CN201567684 U CN 201567684U CN 200920256126X U CN200920256126X U CN 200920256126XU CN 200920256126 U CN200920256126 U CN 200920256126U CN 201567684 U CN201567684 U CN 201567684U
- Authority
- CN
- China
- Prior art keywords
- type steel
- column
- lugs
- construction
- reinforced concrete
- 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.)
- Expired - Fee Related
Links
Images
Abstract
Disclosed is a transition lug for connecting box-type steel reinforced concrete column, referring to the technical field of construction projects, in particular to the technical field of the box-type steel reinforced concrete column construction. The utility model comprises two lugs and a connecting board. Through holes which match with each other are respectively arranged on the two lugs and the connecting board. The two lugs and the connecting board are connected by bolts and nuts. When in construction, firstly, the two lugs are respectively welded on four outer sides of an upper box-type steel column and a lower box-type steel column. Each of the two lugs as opposite is connected with the connecting board by the bolts and the nuts. Secondly, the upper box-type steel column and the lower box-type steel column are fixedly welded. Finally, the remaining lug and the connecting board are removed by welding and cutting. The utility model can ensure the construction quality and control the verticality deviation of the single column within 3mm, thus improving the construction efficiency.
Description
Technical field
The utility model relates to construction engineering technical field, particularly box-shaped combined steel and concrete column technical field of construction.
Background technology
The steel reinforced concrete structure form is: by the pre-buried high-strength bolt of foundation platform, steel box column is connected with high-strength bolt and begins from the basis until the roof, at steel column outside assembling reinforcement concreting, form combined steel and concrete column, reinforced concrete beam, steel corbel and the whole again disturbing concrete of beam muscle welding chosen by steel column form steel reinforced concrete structure.When connecting up and down two-layer steel box column, adopt artificial and the guiding ruler location, the upper end of lower floor's steel box column is welded on the lower end of upper strata steel box column, because difficulty of construction is big, the installation accuracy control difficulty, so, directly influenced workmanship and progress.
The utility model content
The utility model purpose is to design a kind of box-shaped combined steel and concrete column connection transition otic placode, installs with convenient, improves workmanship and progress.
The utility model comprises that two plate bodys are connected plate body with one, two plate bodys be connected plate body on the through hole of cooperation is set respectively, connect by bolt and nut between described connection plate body and two plate bodys.
During construction, earlier two plate bodys are welded on four lateral surfaces of upper and lower layer steel box column respectively, between relative per two plate bodys, connect one and connect plate body by bolt and nut.And then upper and lower layer steel box column being welded to each other fixing, last welding is removed each plate body and is connected plate body.Adopt the utility model can guarantee construction quality, single-unit post perpendicularity deviation is controlled in the 3mm, increase work efficiency.
Description of drawings
Fig. 1 is a kind of user mode figure of the present utility model.
Fig. 2 is a side direction view of the present utility model.
The specific embodiment
As shown in Figure 1, 2, the utility model comprises that two plate bodys 1,2 are connected plate body 3 with one, two plate bodys 1,2 be connected plate body 3 on the through hole 4 of cooperation is set respectively, connect between plate body 3 and two plate bodys 1,2 and connect by bolt 5 and nut 6.Among the figure, 7 is steel box column.During use, plate body 1 is welded on the steel box column, and plate body 2 is welded on down on the steel box column.
Construction sequence:
1, before steel column is installed, checks sectional dimension, the underproof appearance of clearing up and discharging.
2, weld the adjusting plate body respectively in upper and lower layer center, four limits, steel box column cross section, use during as temporary fixed and adjustment axial location, verticality and absolute altitude.
3, at first adopt after the steel column lifting and add interim diagonal brace and fix, fixedly connected with two plate bodys on being positioned at upper and lower two-layer steel box column in the two ends that will connect plate body respectively with bolt and nut again.
4, upper and lower two-layer steel box column welding is fixing.
5, cut off each plate body on the upper and lower two-layer steel box column after welding is finished, note guaranteeing not hurt steel column.Each plate body under cutting off and connection plate body can use repeatedly.
By above measure, single-unit post perpendicularity deviation is controlled in the 3mm.
Claims (1)
1. the box-shaped combined steel and concrete column connects and use the transition otic placode, it is characterized in that comprising that two plate bodys are connected plate body with one, two plate bodys be connected plate body on the through hole of cooperation is set respectively, between described connection plate body and two plate bodys by bolt and nut connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920256126XU CN201567684U (en) | 2009-11-17 | 2009-11-17 | Transition lug for connecting box-type steel reinforced concrete column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200920256126XU CN201567684U (en) | 2009-11-17 | 2009-11-17 | Transition lug for connecting box-type steel reinforced concrete column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201567684U true CN201567684U (en) | 2010-09-01 |
Family
ID=42659970
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN200920256126XU Expired - Fee Related CN201567684U (en) | 2009-11-17 | 2009-11-17 | Transition lug for connecting box-type steel reinforced concrete column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201567684U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094462A (en) * | 2010-12-24 | 2011-06-15 | 甘秀明 | Diagonal bracing support seat and node structure of building steel framework using same |
| CN102733545A (en) * | 2012-06-28 | 2012-10-17 | 广东中城建设集团有限公司 | Section steel column for high-rise building section steel concrete combination structure, and construction method thereof |
| CN105270982A (en) * | 2015-10-27 | 2016-01-27 | 杭萧钢构股份有限公司 | Detachable ear plate device |
| CN107842131A (en) * | 2017-11-30 | 2018-03-27 | 江苏沪宁钢机股份有限公司 | A kind of combining structure and its installation method of steel plate shear force wall and steel column |
| CN108930359A (en) * | 2018-06-25 | 2018-12-04 | 五冶集团上海有限公司 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
| CN110359579A (en) * | 2019-08-15 | 2019-10-22 | 中冶南方都市环保工程技术股份有限公司 | A kind of rigid connection node and method of steel column and concrete column |
-
2009
- 2009-11-17 CN CN200920256126XU patent/CN201567684U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102094462A (en) * | 2010-12-24 | 2011-06-15 | 甘秀明 | Diagonal bracing support seat and node structure of building steel framework using same |
| CN102094462B (en) * | 2010-12-24 | 2012-07-04 | 甘秀明 | Diagonal bracing support seat and node structure of building steel framework using same |
| CN102733545A (en) * | 2012-06-28 | 2012-10-17 | 广东中城建设集团有限公司 | Section steel column for high-rise building section steel concrete combination structure, and construction method thereof |
| CN102733545B (en) * | 2012-06-28 | 2014-07-30 | 广东中城建设集团有限公司 | Section steel column for high-rise building section steel concrete combination structure, and construction method thereof |
| CN105270982A (en) * | 2015-10-27 | 2016-01-27 | 杭萧钢构股份有限公司 | Detachable ear plate device |
| CN107842131A (en) * | 2017-11-30 | 2018-03-27 | 江苏沪宁钢机股份有限公司 | A kind of combining structure and its installation method of steel plate shear force wall and steel column |
| CN108930359A (en) * | 2018-06-25 | 2018-12-04 | 五冶集团上海有限公司 | A kind of structure and method for the docking of high-altitude large-scale steel structure column |
| CN110359579A (en) * | 2019-08-15 | 2019-10-22 | 中冶南方都市环保工程技术股份有限公司 | A kind of rigid connection node and method of steel column and concrete column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201567684U (en) | Transition lug for connecting box-type steel reinforced concrete column | |
| CN201661021U (en) | Prefabricated reinforced concrete stair | |
| CN205313967U (en) | Connection construction between precast pier and bearing platform | |
| CN111255098B (en) | Concrete-filled steel tubular column and cast-in-place reinforced concrete beam joint and construction method thereof | |
| CN207228316U (en) | A kind of prefabricated assembled frame combined using profile steel concrete column and girder steel | |
| CN105735466A (en) | Prefabricated wall column one-segment type steel rib connection structure and method | |
| CN101311481B (en) | Steel column foot reinforced structure | |
| CN110359452A (en) | A kind of nodal-connection components, frame pre-stress cable bolting structure and construction method | |
| CN109208825A (en) | A kind of assembled arthitecutral structure convenient for docking and being in the milk | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN215630851U (en) | Reinforced concrete shear wall with embedded bolt adaptor | |
| CN205369544U (en) | Assembled circular steel tube concrete dysmorphism post side column nodal connection structure | |
| CN103911952A (en) | Positioning construction method of prestressed steel corrugated pipe | |
| CN204626266U (en) | Single column pier bridge exempts to build overturning or slip resistance analysis steel structure reinforcing device | |
| CN206352340U (en) | Connecting node between precast concrete column and pedestal | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN205369546U (en) | Assembled circular steel tube concrete dysmorphism post center pillar nodal connection structure | |
| CN209114733U (en) | A kind of assembled arthitecutral structure convenient for docking and being in the milk | |
| CN209384389U (en) | A kind of damp type assembly node of pin and beams of concrete board member | |
| CN205712471U (en) | A kind of prefabricated building structure post | |
| CN101922244B (en) | Folding portable stair for building construction working layer | |
| CN112575771B (en) | Environment-friendly construction method for vertical support system of reverse-acting underground engineering steel concrete with piles and columns | |
| CN210562653U (en) | Assembled structure connecting piece | |
| CN210766845U (en) | Assembled bracket foundation | |
| CN203547016U (en) | Prestressed profile steel base type T-shaped steel reinforced concrete composite beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100901 Termination date: 20141117 |
|
| EXPY | Termination of patent right or utility model |