CN201943193U - Linear screw thread sleeve connecting structure of steel reinforced concrete beam column node area - Google Patents
Linear screw thread sleeve connecting structure of steel reinforced concrete beam column node area Download PDFInfo
- Publication number
- CN201943193U CN201943193U CN201020701445XU CN201020701445U CN201943193U CN 201943193 U CN201943193 U CN 201943193U CN 201020701445X U CN201020701445X U CN 201020701445XU CN 201020701445 U CN201020701445 U CN 201020701445U CN 201943193 U CN201943193 U CN 201943193U
- Authority
- CN
- China
- Prior art keywords
- column
- screw thread
- thread sleeve
- beam column
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a linear screw thread sleeve connecting structure of a steel reinforced concrete beam node area, which comprises a concrete beam column, a frame beam longitudinal bar. A structural steel column is arranged inside the concrete beam column, a linear screw thread sleeve which is used for connecting the structural steel column and the frame beam longitudinal bar is arranged between the structural steel column and the frame beam longitudinal bar, one end of the linear screw thread sleeve is welded on the structural steel column, and the other end of the linear screw thread sleeve is welded on the frame beam longitudinal bar. Compared with the traditional construction method, namely reinforcing steel bars of a frame beam are welded on the structural steel column, the linear screw thread sleeve connecting structure is easy and fast to install, reduces usage amount of reinforcing steel bars, reduces amount of field welding, and improves efficiency of construction, simultaneously guarantees quality of construction.
Description
Technical field
The utility model relates to the cast-in-place concrete structure field of engineering technology, is specifically related to a kind of floor batch (-type) reinforcing band structure that replaces using in the conventional concrete structure design ater-casting.
Background technology
Because the actual engineering of domestic employing steel reinforced concrete structure is also few, and aspects such as steel reinforced concrete structure node and efficiency of construction are not had correlative study, can be few for the ripe construction technology data of inquiry reference, can also relatively lack for the case history of using for reference.Steel reinforced concrete structure is at beam, post position of joints, and reinforcing bar is intensive, intersects numerous and diversely, brings big difficulty to engineering construction, and is time-consuming.
Summary of the invention
Deficiency at the prior art existence, technical problem to be solved in the utility model is, provide a kind of reinforcing bar of being convenient to steel reinforced concrete structure bean column node position Vierendeel girder to be connected anchoring with steel column, easy for installation, quick, reduce the field Welding amount, can guarantee the straight screw sleeve syndeton of construction quality steel reinforced concrete beam column node area simultaneously.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of straight screw sleeve syndeton of steel reinforced concrete beam column node area, comprise beam column built from concrete, the vertical muscle of Vierendeel girder, in the described beam column built from concrete steel column is set, described steel column is indulged between the muscle with Vierendeel girder and is provided with the straight screw sleeve that is connected the two, described straight screw sleeve one end and steel column welding, the vertical muscle welding of the other end and Vierendeel girder.
The straight screw sleeve syndeton of above-mentioned steel reinforced concrete beam column node area is provided with wing plate on the described steel column, the wing plate welding on straight screw sleeve and the steel column.
The straight screw sleeve syndeton of above-mentioned steel reinforced concrete beam column node area, the inboard position corresponding with straight screw sleeve of described steel column is provided with the ribs that strengthens the beam column built from concrete steadiness.
The advantage of the straight screw sleeve syndeton of the utility model steel reinforced concrete beam column node area is: the reinforcing bar that the utility model is primarily aimed at steel reinforced concrete structure bean column node position Vierendeel girder is connected the difficult point problem of anchoring with steel column, compare with traditional job practices (reinforcing bar of Vierendeel girder is welded with steel column), this method has easy for installation, quick, reduced amount of reinforcement, reduce the field Welding amount, improved efficiency of construction.Simultaneously can guarantee construction quality.
Description of drawings
Fig. 1 is a plan structure sectional view of the present utility model.
The specific embodiment
Below in conjunction with drawings and the specific embodiments the utility model is described in further details;
As shown in Figure 1, a kind of straight screw sleeve syndeton of steel reinforced concrete beam column node area, comprise beam column built from concrete 1, the vertical muscle 2 of Vierendeel girder, steel column 3 is set in beam column built from concrete 1, wing plate 31 is set on the steel column, between the vertical muscle 2 of steel column 3 and Vierendeel girder, be provided with the straight screw sleeve 4 that is connected the two, wing plate 31 welding on straight screw sleeve 4 one ends and the steel column 1, vertical muscle 2 welding of the other end and Vierendeel girder.For improving the fastness of beam column built from concrete 1, in the inboard of steel column 3, the position corresponding with outside straight screw sleeve 4 is provided with the ribs 5 that strengthens beam column built from concrete 1 steadiness and safety.
Certainly, above-mentioned explanation is not to be to restriction of the present utility model, and the utility model also is not limited to above-mentioned giving an example; those skilled in the art; in essential scope of the present utility model, the variation of making, remodeling, interpolation or replacement all should belong to protection domain of the present utility model.
Claims (3)
1. the straight screw sleeve syndeton of a steel reinforced concrete beam column node area, comprise beam column built from concrete, the vertical muscle of Vierendeel girder, in the described beam column built from concrete steel column is set, it is characterized in that: described steel column is indulged between the muscle with Vierendeel girder and is provided with the straight screw sleeve that is connected the two, described straight screw sleeve one end and steel column welding, the vertical muscle welding of the other end and Vierendeel girder.
2. the straight screw sleeve syndeton of steel reinforced concrete beam column node area according to claim 1 is characterized in that: on the described steel column wing plate is set, the wing plate welding on straight screw sleeve and the steel column.
3. the straight screw sleeve syndeton of steel reinforced concrete beam column node area according to claim 2 is characterized in that: the inboard position corresponding with straight screw sleeve of described steel column is provided with and strengthens beam column built from concrete steadiness ribs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020701445XU CN201943193U (en) | 2010-12-31 | 2010-12-31 | Linear screw thread sleeve connecting structure of steel reinforced concrete beam column node area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201020701445XU CN201943193U (en) | 2010-12-31 | 2010-12-31 | Linear screw thread sleeve connecting structure of steel reinforced concrete beam column node area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201943193U true CN201943193U (en) | 2011-08-24 |
Family
ID=44470542
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201020701445XU Expired - Fee Related CN201943193U (en) | 2010-12-31 | 2010-12-31 | Linear screw thread sleeve connecting structure of steel reinforced concrete beam column node area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201943193U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046648A (en) * | 2012-12-18 | 2013-04-17 | 中冶建筑研究总院有限公司 | Composite structure reinforcing steel bar connecting node |
| CN103046649A (en) * | 2012-12-18 | 2013-04-17 | 中冶建筑研究总院有限公司 | Steel rib and steel frame beam connecting node |
| CN103541435A (en) * | 2013-09-22 | 2014-01-29 | 沈阳建筑大学 | Full-assembled type cross node with steel plate concrete cantilever beams |
| CN106088322A (en) * | 2016-06-12 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of high-rise steel structure spigot-and-socket concrete reinforcement attachment means and construction method |
| CN106245769A (en) * | 2016-08-24 | 2016-12-21 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN107574929A (en) * | 2017-09-08 | 2018-01-12 | 共享钢构有限责任公司 | Girder with rolled steel section en cased in concrete spinous process of the seventh cervical vertebra frame node and joint construction method |
| CN107938837A (en) * | 2017-12-01 | 2018-04-20 | 广西建工集团第五建筑工程有限责任公司 | A kind of steel core concrete column and beam main tendon connecting node and construction method |
| CN110206165A (en) * | 2019-05-18 | 2019-09-06 | 陕西建工第五建设集团有限公司 | A kind of double combined sleeve connection structures and the construction method of lattice girder connection |
| CN110984383A (en) * | 2019-11-28 | 2020-04-10 | 中建八局第一建设有限公司 | Large-section steel reinforced concrete column and beam joint construction structure and method |
| CN112575896A (en) * | 2020-12-29 | 2021-03-30 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
-
2010
- 2010-12-31 CN CN201020701445XU patent/CN201943193U/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103046649A (en) * | 2012-12-18 | 2013-04-17 | 中冶建筑研究总院有限公司 | Steel rib and steel frame beam connecting node |
| CN103046648B (en) * | 2012-12-18 | 2015-08-12 | 中冶建筑研究总院有限公司 | Combination construction steel bar connecting joints |
| CN103046649B (en) * | 2012-12-18 | 2015-09-23 | 中冶建筑研究总院有限公司 | Reinforcing bar and steel framework beam connecting node |
| CN103046648A (en) * | 2012-12-18 | 2013-04-17 | 中冶建筑研究总院有限公司 | Composite structure reinforcing steel bar connecting node |
| CN103541435A (en) * | 2013-09-22 | 2014-01-29 | 沈阳建筑大学 | Full-assembled type cross node with steel plate concrete cantilever beams |
| CN103541435B (en) * | 2013-09-22 | 2015-10-21 | 沈阳建筑大学 | With the cross node of full assembling of steel plate concrete Cantilever Beams |
| CN106088322A (en) * | 2016-06-12 | 2016-11-09 | 中国十七冶集团有限公司 | A kind of high-rise steel structure spigot-and-socket concrete reinforcement attachment means and construction method |
| CN106245769B (en) * | 2016-08-24 | 2018-10-23 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN106245769A (en) * | 2016-08-24 | 2016-12-21 | 安徽瑶海钢构建设集团股份有限公司 | A kind of structure of profile steel concrete column beam column universal nodes |
| CN107574929A (en) * | 2017-09-08 | 2018-01-12 | 共享钢构有限责任公司 | Girder with rolled steel section en cased in concrete spinous process of the seventh cervical vertebra frame node and joint construction method |
| CN107574929B (en) * | 2017-09-08 | 2020-11-24 | 共享钢构有限责任公司 | Section steel concrete beam column framework node and node construction method |
| CN107938837A (en) * | 2017-12-01 | 2018-04-20 | 广西建工集团第五建筑工程有限责任公司 | A kind of steel core concrete column and beam main tendon connecting node and construction method |
| CN110206165A (en) * | 2019-05-18 | 2019-09-06 | 陕西建工第五建设集团有限公司 | A kind of double combined sleeve connection structures and the construction method of lattice girder connection |
| CN110984383A (en) * | 2019-11-28 | 2020-04-10 | 中建八局第一建设有限公司 | Large-section steel reinforced concrete column and beam joint construction structure and method |
| CN112575896A (en) * | 2020-12-29 | 2021-03-30 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
| CN112575896B (en) * | 2020-12-29 | 2022-03-29 | 中铁三局集团建筑安装工程有限公司 | Complex steel reinforced concrete composite structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201943193U (en) | Linear screw thread sleeve connecting structure of steel reinforced concrete beam column node area | |
| CN204753843U (en) | PC primary and secondary roof beam bolted connection node | |
| CN204530475U (en) | Little width bridge deck wet seam syndeton | |
| CN202248298U (en) | Node of steel reinforced concrete framework | |
| CN205046677U (en) | Assembled concrete frame nodal connection structure | |
| CN103669720A (en) | Precast beam and reinforced concrete structure with tenon anchor system | |
| CN206844316U (en) | A kind of assembled steel reinforced concrete column with well and post splicing node | |
| CN205134552U (en) | Both sides strength nature steel column and middle concrete beam steel bar connection node means | |
| CN104763142A (en) | Aluminum template back arris system | |
| CN203755664U (en) | Side template reinforced structure of cast-in-place concrete beam | |
| CN103866866A (en) | Ultra-high layer core tube and outer framework beam post-cast joint | |
| CN204357000U (en) | A kind of precast and assembled reinforced concrete spinous process of the seventh cervical vertebra frame | |
| CN204551936U (en) | A kind of steel external staircase | |
| CN204040437U (en) | Cantilever tripod and single protective frame system of encorbelmenting | |
| CN103696567A (en) | Construction method for casting prefabricated mass concrete beam by using special support devices | |
| CN204001810U (en) | A kind of Covered with Angles encloses cover and reinforces section steel concrete column-steel girder node device after fire | |
| CN205224289U (en) | Connection structure of precast concrete roof beam and girder steel | |
| CN204645072U (en) | The connecting structure of steel pipe pile and reinforced concrete pile cap | |
| CN204510557U (en) | A kind of novel building curtain wall exchanging structure | |
| CN203924484U (en) | A kind of precast beam and there is the reinforced concrete structure of tenon anchor system | |
| CN204551755U (en) | A kind of Staggered-truss System post and truss hinged joint | |
| CN204059941U (en) | A kind of arrangement of reinforcement formula permanent formwork and concrete structure member | |
| CN203412111U (en) | Straight threaded sleeve connecting structure at stiffness steel girder node | |
| CN203034610U (en) | Connecting panel joint of combined steel and concrete column and reinforced concrete frame beam | |
| CN202181728U (en) | Foundation reinforcing bar non-connector construction structure for shear wall and attached-wall column |
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: 20110824 Termination date: 20171231 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |