CN204126065U - A kind of beam column flexible connecting device - Google Patents
A kind of beam column flexible connecting device Download PDFInfo
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- CN204126065U CN204126065U CN201420628181.8U CN201420628181U CN204126065U CN 204126065 U CN204126065 U CN 204126065U CN 201420628181 U CN201420628181 U CN 201420628181U CN 204126065 U CN204126065 U CN 204126065U
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- crossbeam
- reinforcing bar
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- type shell
- steel cable
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Abstract
The utility model provides a kind of beam column flexible connecting device, comprise the crossbeam reinforcing bar be arranged on the crossbeam termination of four direction, the termination of crossbeam reinforcing bar arranges connector, the crossbeam steel bar end connector that every two horizontal directions correspondence is arranged is connected with the two ends of steel cable respectively, and the crossbeam reinforcing bar that four direction distributes by several steel cable is interconnected.The utility model makes the efficiency of the construction method of bean column node significantly improve, and thoroughly avoids deficiencies all in existing construction method.
Description
Technical field
The utility model relates to building operations, is a kind of beam column flexible connecting device.
Background technology
Current precast beam has three kinds of methods when connecting in column cap position: a kind of is that the joint reinforcing bar of every two horizontal direction precast beams is folded arms overlap joint mutually, the deficiency of this method is the length long enough of the joint reinforcing bar needs of precast beam, and need in beam body, make reinforcing bar mutual dislocation place when precast beam, otherwise overlap joint of mutually folding arms cannot be realized, and give prefabricated, transport and construction bring inconvenience, time particularly prefabricated, very easily make mistakes, production efficiency is low; Second method is: the precast beam joint reinforcing bar screw shell of every two horizontal directions connects, the deficiency of this method is: need the joint reinforcing bar of two precast beams to be in relative rectilinear position, any dimensional errors can not be had, otherwise cannot realize firm connection, the manufacture difficulty of precast beam is very big; The third method is: the joint reinforcing bar grout sleeve of every two horizontal directions connects, although this method is easy to operation than second method, because two beams need mutually corresponding, the relative position of two beams requires higher, and difficulty of construction is large, construction cost is high, and efficiency of construction is low.
Utility model content
The purpose of this utility model is, provide a kind of beam column flexible connecting device, it can solve the deficiencies in the prior art.
The utility model for achieving the above object, be achieved through the following technical solutions: a kind of beam column flexible connecting device, comprise the crossbeam reinforcing bar be arranged on the crossbeam termination of four direction, the termination of crossbeam reinforcing bar arranges connector, the crossbeam steel bar end connector that every two horizontal directions correspondence is arranged is connected with the two ends of steel cable respectively, and the crossbeam reinforcing bar that four direction distributes by several steel cable is interconnected.Described connector is provided with groove type shell, groove type outer casing inner wall arranges internal thread, groove type shell offers spacing hole, one end and the limited block of steel cable are fixed, limited block is positioned at the inner chamber of groove type shell, the outer edge of limited block 38 is greater than the diameter of spacing hole, and crossbeam reinforcing bar outer wall arranges external screw thread, and the inwall of groove type shell coordinates with crossbeam reinforcing bar outer wall.Connector is provided with groove type shell, groove type shell offers spacing hole, spacing hole edge and groove type outer casing inner wall connecting portion are cone tanks, cone tank larger diameter end is diametrically equal with the outer end edges of groove type shell, one end stationary wedge block of steel cable, groove type outer casing inner wall coordinates with crossbeam reinforcing bar outer wall, mounting spring between crossbeam reinforcing bar and wedge.The termination that described crossbeam reinforcing bar is arranged on crossbeam is at least two, the end dress head of the crossbeam of four direction is all positioned on column, the upper surface of column is arranged several column reinforcing bar, first steel cable is connected with first crossbeam and the 3rd crossbeam by connector respectively with the second steel cable, 3rd steel cable is connected with second cross beam and the 4th crossbeam by connector respectively with the 4th steel cable, and column reinforcing bar is distributed in column and crossbeam mutually in space after touch.At least distribute between every two crossbeam reinforcing bars a root post reinforcing bar.
The utility model provides a kind of beam column flexible connecting structure being easy to prefabricated and being easy to construction, and intensity and supporting capacity all do not lower, and it makes the efficiency of the construction method of bean column node significantly improve, and thoroughly avoids deficiencies all in existing construction method.Beam column flexible connecting device of the present utility model does not need longer beam splice reinforcing bar, and make precast beam simple when making, convenient, do not need dislocation to arrange reinforcing bar, production efficiency is high.When bean column node is constructed, because steel cable has flexibility, and height and right position etc. can be adjusted in multiple position or plane, therefore, do not need mutually to dodge, overlap joint of folding arms, adjust position and carry out bending to reinforcing bar and dodge at the construction field (site), efficiency of construction is significantly improved, and the crossbeam reinforcement location of precast beam does not need accurate Calculation and layout, during construction, to level two beam opposite position without strict demand.
Accompanying drawing explanation
Accompanying drawing 1 is the utility model structural representation; Accompanying drawing 2 is A-A sectional structure schematic diagrames in accompanying drawing 1; Accompanying drawing 3 is I portion structure for amplifying schematic diagrames in accompanying drawing 2, the first structure of main this junction of expression; Accompanying drawing 4 is I portion structure for amplifying schematic diagrames in accompanying drawing 2, the main the second structure representing this junction; Accompanying drawing 5 be in accompanying drawing 4 B to structure for amplifying schematic diagram.
Detailed description of the invention
Contrast accompanying drawing is described further the utility model.
A kind of beam column flexible connecting device of the present utility model, comprise the crossbeam reinforcing bar be arranged on the crossbeam termination of four direction, the termination of crossbeam reinforcing bar arranges connector, the crossbeam steel bar end connector that every two horizontal directions correspondence is arranged is connected with the two ends of steel cable respectively, and the crossbeam reinforcing bar that four direction distributes by several steel cable is interconnected.
Connector in beam column flexible connecting device described in the utility model between steel cable and crossbeam reinforcing bar can have various structures, one of preferred scheme of the utility model is: connector is provided with groove type shell 15, groove type shell 15 inwall arranges internal thread, groove type shell 15 is offered spacing hole 37, one end and the limited block 38 of steel cable are fixed, limited block 38 is positioned at the inner chamber 36 of groove type shell 15, the outer edge of limited block 38 is greater than the diameter of spacing hole 37, crossbeam reinforcing bar outer wall arranges external screw thread, and the inwall of groove type shell 15 coordinates with crossbeam reinforcing bar outer wall.This syndeton is convenient to manufacture, install, and efficiency of construction is high, and is connected firmly.
Two of preferred connector scheme is: connector is provided with groove type shell 15, groove type shell 15 is offered spacing hole 37, spacing hole 37 edge and groove type shell 15 inwall connecting portion are cone tanks 39, cone tank 39 larger diameter end is diametrically equal with the outer end edges of groove type shell 15, one end stationary wedge block 40 of steel cable, groove type shell 15 inwall coordinates with crossbeam reinforcing bar outer wall, mounting spring 41 between crossbeam reinforcing bar and wedge 40, this structure have be easy to manufacture, be easy to the advantages such as construction, particularly the cone tank of this structure can make junction more firm when bearing pulling force with coordinating of wedge.
The termination that crossbeam reinforcing bar described in the utility model is arranged on crossbeam is at least two, the end dress head of the crossbeam of four direction is all positioned on column 1, the upper surface of column 1 is arranged several column reinforcing bar 6, first steel cable 24 is connected with first crossbeam 3 and the 3rd crossbeam 5 by connector respectively with the second steel cable 19,3rd steel cable 14 is connected with second cross beam 4 and the 4th crossbeam 2 by connector respectively with the 4th steel cable 9, and column reinforcing bar 6 is distributed in column 1 and crossbeam mutually in space after touch.At least distribute between every two crossbeam reinforcing bars a root post reinforcing bar 6.This is one of flexible connecting device preferred embodiment of the present utility model, it is many that structure of the present utility model can make column number of steel bars arrange, the distribution of column reinforcing bar not by the impact of crossbeam reinforcing bar distribution, thus increases the bearing strength of bean column node further, increases safety.In figure: 7 first crossbeam reinforcing bar 8 second cross beam reinforcing bar 9 first steel cable 10 first adapter sleeve 11 second adapter sleeve 12 the 3rd crossbeam reinforcing bar 13 the 4th crossbeam reinforcing bar 16 the 4th adapter sleeve 17 the 5th crossbeam reinforcing bar 18 the 6th crossbeam reinforcing bar 20 the 5th adapter sleeve 21 the 6th adapter sleeve 22 the 7th crossbeam reinforcing bar 23 the 8th crossbeam reinforcing bar 25 the 7th adapter sleeve 26 the 8th adapter sleeve 27 the 9th crossbeam reinforcing bar 28 the tenth crossbeam reinforcing bar 29 the 5th flexible connecting member 30 the 9th adapter sleeve 31 the tenth adapter sleeve 32 the 6th flexible connecting member 33 the 7th flexible connecting member 34 the 11 adapter sleeve 35 the 12 adapter sleeves.
Claims (5)
1. a beam column flexible connecting device, it is characterized in that: comprise the crossbeam reinforcing bar be arranged on the crossbeam termination of four direction, the termination of crossbeam reinforcing bar arranges connector, the crossbeam steel bar end connector that every two horizontal directions correspondence is arranged is connected with the two ends of steel cable respectively, and the crossbeam reinforcing bar that four direction distributes by several steel cable is interconnected.
2. a kind of beam column flexible connecting device according to claim 1, it is characterized in that: described connector is provided with groove type shell (15), groove type shell (15) inwall arranges internal thread, groove type shell (15) is offered spacing hole (37), one end of steel cable and limited block (38) are fixed, limited block (38) is positioned at the inner chamber (36) of groove type shell (15), the outer edge of limited block (38) is greater than the diameter of spacing hole (37), crossbeam reinforcing bar outer wall arranges external screw thread, and the inwall of groove type shell (15) coordinates with crossbeam reinforcing bar outer wall.
3. a kind of beam column flexible connecting device according to claim 1, it is characterized in that: connector is provided with groove type shell (15), groove type shell (15) is offered spacing hole (37), spacing hole (37) edge and groove type shell (15) inwall connecting portion are cone tank (39), cone tank (39) larger diameter end is diametrically equal with the outer end edges of groove type shell (15), one end stationary wedge block (40) of steel cable, groove type shell (15) inwall coordinates with crossbeam reinforcing bar outer wall, mounting spring (41) between crossbeam reinforcing bar and wedge (40).
4. a kind of beam column flexible connecting device according to claim 1, it is characterized in that: the termination that described crossbeam reinforcing bar is arranged on crossbeam is at least two, the end dress head of the crossbeam of four direction is all positioned on column (1), the upper surface of column (1) is arranged several column reinforcing bar (6), first steel cable (24) is connected with first crossbeam (3) and the 3rd crossbeam (5) by connector respectively with the second steel cable (19), 3rd steel cable (14) is connected with second cross beam (4) and the 4th crossbeam (2) by connector respectively with the 4th steel cable (9), column reinforcing bar (6) is distributed in column (1) and crossbeam mutually in space after touch.
5. a kind of beam column flexible connecting device according to claim 4, is characterized in that: at least distribute between every two crossbeam reinforcing bars a root post reinforcing bar (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420628181.8U CN204126065U (en) | 2014-08-14 | 2014-10-28 | A kind of beam column flexible connecting device |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410399140 | 2014-08-14 | ||
| CN201410399140.0 | 2014-08-14 | ||
| CN201420628181.8U CN204126065U (en) | 2014-08-14 | 2014-10-28 | A kind of beam column flexible connecting device |
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| CN204126065U true CN204126065U (en) | 2015-01-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410584591.1A Active CN104264795B (en) | 2014-08-14 | 2014-10-28 | A kind of beam column flexible connecting device and construction method thereof |
| CN201420628181.8U Active CN204126065U (en) | 2014-08-14 | 2014-10-28 | A kind of beam column flexible connecting device |
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| CN201410584591.1A Active CN104264795B (en) | 2014-08-14 | 2014-10-28 | A kind of beam column flexible connecting device and construction method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264795A (en) * | 2014-08-14 | 2015-01-07 | 山东万斯达建筑工业化研究院有限公司 | Beam column flexible connection device and construction method thereof |
| CN110939197A (en) * | 2019-12-25 | 2020-03-31 | 彭绵杰 | Connection type reinforced concrete anti-seismic system |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775536A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Beam column flexible connecting part |
| CN109386091B (en) * | 2018-12-14 | 2024-07-02 | 苏州光彩建筑钢品有限公司 | Beam of integrated steel type house convenient to construction |
| CN109680807A (en) * | 2019-01-25 | 2019-04-26 | 华汇工程设计集团股份有限公司 | Anchor structure and method of the pre-tensioning system Prefabricated superposed beam steel strand wires in bean column node |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1079130C (en) * | 1999-06-30 | 2002-02-13 | 张晶廷 | Construction method of 3D architeccture system for house building |
| KR100621539B1 (en) * | 2003-12-23 | 2006-09-13 | 동양종합건업 주식회사 | Method for connecting continuously P.S.C-Ibeam by steel bracket and its structure |
| CN2918572Y (en) * | 2006-07-17 | 2007-07-04 | 福州大学 | Beam-column connected node employed in building frame |
| CN101922237B (en) * | 2010-08-27 | 2012-01-11 | 北京工业大学 | Connector-type tensioning and anchoring system of reinforced concrete flexural piece with prestress steel strands |
| CN102373770A (en) * | 2011-11-21 | 2012-03-14 | 华汇工程设计集团股份有限公司 | Anchoring structure for end part of steel strand and anchoring method thereof |
| CN104264795B (en) * | 2014-08-14 | 2016-11-30 | 山东万斯达建筑工业化研究院有限公司 | A kind of beam column flexible connecting device and construction method thereof |
-
2014
- 2014-10-28 CN CN201410584591.1A patent/CN104264795B/en active Active
- 2014-10-28 CN CN201420628181.8U patent/CN204126065U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264795A (en) * | 2014-08-14 | 2015-01-07 | 山东万斯达建筑工业化研究院有限公司 | Beam column flexible connection device and construction method thereof |
| CN110939197A (en) * | 2019-12-25 | 2020-03-31 | 彭绵杰 | Connection type reinforced concrete anti-seismic system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104264795B (en) | 2016-11-30 |
| CN104264795A (en) | 2015-01-07 |
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