CN207003832U - Prefabricated components connect double eccentric block jointings of reinforcing bar - Google Patents
Prefabricated components connect double eccentric block jointings of reinforcing bar Download PDFInfo
- Publication number
- CN207003832U CN207003832U CN201720121887.9U CN201720121887U CN207003832U CN 207003832 U CN207003832 U CN 207003832U CN 201720121887 U CN201720121887 U CN 201720121887U CN 207003832 U CN207003832 U CN 207003832U
- Authority
- CN
- China
- Prior art keywords
- screw thread
- bar connecting
- prefabricated components
- eccentric block
- connecting screw
- 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
- 230000003014 reinforcing effect Effects 0.000 title claims description 18
- 238000009434 installation Methods 0.000 claims abstract description 4
- 238000010276 construction Methods 0.000 abstract description 11
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 206010003671 Atrioventricular Block Diseases 0.000 description 2
- 208000010271 Heart Block Diseases 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000007115 recruitment Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
The utility model discloses a kind of double eccentric block jointings of prefabricated components bar connecting, its by：Prefabricated components X bar connecting screw thread head (1), prefabricated components Y bar connecting screw thread head (2), inside and outside screw thread eccentric block (3), double internal thread button eccentric blocks (4), branch sleeve (5), fastening bolt (6) form (as shown in Figure of abstract)；It is characterized in that：By two eccentric blocks, rotation is adjusted to offset both radial and axial position deviations on two bar connecting screw thread heads respectively, again by branch sleeve (5) by inside and outside screw thread eccentric block (3), double internal thread button eccentric block (4) connections, finally tighten fastening bolt (6), make together with member X and the bar connecting of member Y, its have adapt to prefabricated components bar connecting screw thread head installation site deviation is big, connection is reliable, joint occupies little space, when connection between short, all-weather construction, it is directly perceived easily check, more cheap etc. beneficial effect of cost.
Description
Technical field
The present invention relates to one kind to reduce construction site recruitment, improve construction operating efficiency, reduce manually into
For the purpose of this.The mechanical field for its jointing structure being carried out to prefabricated (such as armored concrete) component connection reinforcing bar
Design and improvement.So as to design a kind of double eccentric block jointings of prefabricated components connection reinforcing bar.
Background technology
The rural migrant worker to be worked with going down town is reduced year by year, and live recruitment cost rises year by year；It is entirely cast-in-place by armored concrete
Construction technology is transferred to the inexorable trend that complete (or part) the fabricated construction technique of prefabricated components is construction industry development.Prefabricated components exist
In the manufacturing process it is difficult to ensure that position of connection reinforcing bar it is accurate, after prefabricated part hanging be it is not rotatable or mobile,
The position deviation for adjusting connection reinforcing bar again is impossible, and therefore, the jointing technology of prefabricated components is to realize that assembled is applied
The key technology of work technique, using foreign countries (such as armored concrete) prefabricated components jointing technology-as sleeve add grouting connect
Joint technique is connect, its grouting material is expensive and is influenceed by construction weather conditions (such as winter, rainy day), and joint space-consuming is big,
Time is grown, and its work progress is hidden in addition, and construction quality is not easy to check and control etc. and limits；Welding point technology is and for example used,
Its high energy consumption and by construction weather conditions (such as wind, rainy day) influenceed, joint space-consuming is big, the time length, in addition its weld
Position is hidden, and operation inconvenience, quality is not easy to check and control etc. and limits.
The content of the invention
The invention discloses a kind of prefabricated components connection reinforcing bar double eccentric block jointings, its by：Prefabricated components X steel
Muscle connecting filament discount (1), prefabricated components Y bar connecting screw thread head (2), inside and outside screw thread eccentric block (3), double internal threads buckle partially the heart
Block (4), branch sleeve (5), fastening bolt (6) are formed；(as shown in figure 1, accompanying drawing page 1/3).
It is characterized in that：Before prefabricated part hanging, by inside and outside screw thread eccentric block (3) and double internal thread button eccentric blocks (4) and even
Female connector cylinder (5), fastening bolt (6) are separately mounted to prefabricated components X bar connecting screw thread head (1) and prefabricated components Y reinforcing bar
On connecting filament discount (2) (as shown in Fig. 2-1 and Fig. 2-2 in Fig. 2, accompanying drawing page 2/3)；, will be inside and outside after prefabricated part hanging
Screw thread eccentric block (3) and double internal thread button eccentric block (4)) each rotate against and make both close to adjust axial location deviation, when
Two eccentric blocks ((3) and (4)) further rotate during close makes both cylinder axis overlap to adjust radial direction position
Deviation is put, then the screw thread of branch sleeve (5) is screwed into the male thread of inside and outside screw thread eccentric block (3), connection both ((3), (4)),
Finally tighten fastening bolt (6) and hold out against two eccentric blocks ((3) and (4)) to fix axial location, member X and member Y is existed
In the state of keeping former installation site constant, member X and the radial and axial position deviation of member Y bar connecting screw thread head are eliminated
By its bar connecting together, (as shown in Fig. 3-1 and Fig. 3-2 in Fig. 3, accompanying drawing page 3/3).
Embodiment
The explanation is only the general introduction of technical solution of the present invention, in order to better understand the technological means of the present invention,
And can be practiced according to the content of specification, and in order to which the features and advantages of the present invention can be become apparent, below
Coordinate accompanying drawing, describe in detail as follows.
Brief description of the drawings
Fig. 1 is the structural representation for double eccentric block jointings that prefabricated components of the present invention connect reinforcing bar.
Fig. 2 connects one of connection diagram of double eccentric block jointings of reinforcing bar, (prefabricated structure for prefabricated components of the present invention
Before part lifting).
Fig. 3 connects the two of the connection diagram of double eccentric block jointings of reinforcing bar, (prefabricated structure for prefabricated components of the present invention
After part lifting).
1st, Fig. 1 is the structural representation for double eccentric block jointings that prefabricated components of the present invention connect reinforcing bar.(such as Fig. 1 institutes
Show, accompanying drawing page 1/3).Wherein：
1- prefabricated components X bar connecting screw thread head；2- prefabricated components Y bar connecting screw thread head；The inside and outside screw threads of 3- are inclined
Heart block；The double internal thread button eccentric blocks of 4-；5- branch sleeves；6- fastening bolts.
2nd, Fig. 2 is one of connection diagram of double eccentric block jointings that prefabricated components of the present invention connect reinforcing bar, (prefabricated
Before lifting component).
The first step of connection：By inside and outside screw thread eccentric block (3) installed in prefabricated components X bar connecting screw thread head (1) it
Above (as shown in Fig. 2-1 in Fig. 2, accompanying drawing page 2/3).
The second step of connection：By double internal thread button eccentric blocks (4) and branch sleeve (5), fastening bolt (6) is arranged on prefabricated
On the bar connecting screw thread head (2) of member Y (as shown in Fig. 2-2 in Fig. 2, accompanying drawing page 2/3).
3rd, Fig. 3 is the two of the connection diagram for double eccentric block jointings that prefabricated components of the present invention connect reinforcing bar, (prefabricated
After lifting component).
3rd step of connection：By inside and outside screw thread eccentric block (3) and double internal thread button eccentric block (4)) each rotate against and make two
Person in approach process is rotated as close to overlapping both cylinder axis, then be screwed into by the screw thread of branch sleeve (5)
The male thread of inside and outside screw thread eccentric block (3).(as shown in Fig. 3-1 in Fig. 3, accompanying drawing page 3/3)
4th step of connection：Fastening bolt (6) is tightened, that is, holds out against inside and outside screw thread eccentric block (3) and double Inner screw thread eccentric blocks
(4) member X and member Y, is made to offset member X and member Y bar connecting screw thread head in the state of keeping former installation site constant
Radial and axial position deviation influence and by its reinforcing bar and link together.(as shown in Fig. 3-2 in Fig. 3, accompanying drawing 3/3
Page)
4th, the present invention has clear advantage and beneficial effect compared with prior art.
4.1st, connection is reliable, is easily guaranteed that construction quality.
4.2nd, the radial and axial position deviation of reinforcing bar of a certain amount of prefabricated components bar connecting screw thread head can be offset.
4.3rd, joint occupies little space, and the time is short.
4.4th, can all-weather construction.
4.5th, operation is directly perceived, easily checks.
4.6th, cost is more cheap.
5th, industrial applicability, feasibility, applicability are advanced.
Slightly
Described above is only the preferred embodiment of the present invention, and protection scope of the present invention is not limited to above-mentioned example,
All technical schemes belonged under thinking of the present invention belong to protection scope of the present invention.It should propose, for the art
For those of ordinary skill, improvements and modifications without departing from the principles of the present invention, these improvements and modifications also should be regarded as
Protection scope of the present invention.
Claims (1)
1. the invention discloses a kind of prefabricated components connection reinforcing bar double eccentric block jointings, its by：Prefabricated components X reinforcing bar
Connecting filament discount (1), prefabricated components Y bar connecting screw thread head (2), inside and outside screw thread eccentric block (3), double internal thread button eccentric blocks
(4), branch sleeve (5), fastening bolt (6) are formed；
It is characterized in that：Before prefabricated part hanging, inside and outside screw thread eccentric block (3) and double internal thread button eccentric blocks (4) are installed respectively
On prefabricated components X bar connecting screw thread head (1) and prefabricated components Y bar connecting screw thread head (2), in prefabricated part hanging
Afterwards, by inside and outside screw thread eccentric block (3) and double internal thread button eccentric block (4)) each rotate against and make both close to adjust prefabricated structure
The axial location deviation of part bar connecting screw thread head, make when two eccentric blocks ((3) and (4)) further rotate during close
Both cylinder axis is overlapped to adjust the radial position deviation of prefabricated components bar connecting screw thread head, then by branch sleeve
(5) screw thread is screwed into the male thread of inside and outside screw thread eccentric block (3), connection both ((3), (4)), finally tightens fastening bolt (6)
Two eccentric blocks ((3) and (4)) are held out against to fix the axial location of prefabricated components bar connecting screw thread head, make member X and structure
Part Y offsets the radial and axial position of member X and member Y bar connecting screw thread head in the state of keeping former installation site constant
Deviation is put by its bar connecting together.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNPCT/CN2016/000225 | 2016-04-26 | ||
| PCT/CN2016/000225 WO2017185193A1 (en) | 2016-04-26 | 2016-04-26 | Double-eccentric-block connecting joint for connecting steel bars of precast members |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207003832U true CN207003832U (en) | 2018-02-13 |
Family
ID=60161699
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201680031651.4A Pending CN109790716A (en) | 2016-04-26 | 2016-04-26 | Double eccentric block jointings of prefabricated components connection reinforcing bar |
| CN201720121887.9U Expired - Fee Related CN207003832U (en) | 2016-04-26 | 2017-02-10 | Prefabricated components connect double eccentric block jointings of reinforcing bar |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201680031651.4A Pending CN109790716A (en) | 2016-04-26 | 2016-04-26 | Double eccentric block jointings of prefabricated components connection reinforcing bar |
Country Status (2)
| Country | Link |
|---|---|
| CN (2) | CN109790716A (en) |
| WO (1) | WO2017185193A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109790716A (en) * | 2016-04-26 | 2019-05-21 | 苏犁 | Double eccentric block jointings of prefabricated components connection reinforcing bar |
| CN114941439A (en) * | 2022-03-24 | 2022-08-26 | 五冶集团上海有限公司 | Method for connecting upper-layer column and lower-layer column after deviation of steel bars at top of prefabricated column |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914550A (en) * | 2021-10-18 | 2022-01-11 | 华南理工大学建筑设计研究院有限公司 | Flexible connection node of non-collinear reinforcing steel bar mechanical sleeve |
Family Cites Families (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1802881C3 (en) * | 1968-10-12 | 1973-12-06 | Strabag Bau-Ag, 5000 Koeln | Method and device for Her put a butt joint of the longitudinal reinforcement rod of prefabricated construction work stubs made of concrete |
| JPH1018510A (en) * | 1996-07-05 | 1998-01-20 | Hitachi Metals Ltd | Threaded bar joint |
| CN2298298Y (en) * | 1997-01-15 | 1998-11-25 | 徐德荣 | Reinforced bar connector |
| JPH11229557A (en) * | 1998-02-18 | 1999-08-24 | Tokyo Tekko Co Ltd | Connecting device for threaded bar |
| KR100984243B1 (en) * | 2010-06-15 | 2010-10-04 | 김용근 | Reinforcing bar coupler using an oval shaped rotational wedge |
| CN102261167A (en) * | 2011-05-05 | 2011-11-30 | 建研科技股份有限公司 | Adjustable type reinforcing bar threaded connection device |
| CN202117233U (en) * | 2011-05-05 | 2012-01-18 | 建研科技股份有限公司 | Adjustable rebar thread connection device |
| CN203559526U (en) * | 2013-11-07 | 2014-04-23 | 张晨 | Connecting sleeve for steel bars of assembly type building members with reinforced concrete members |
| CN204386037U (en) * | 2014-12-26 | 2015-06-10 | 天颂建设集团有限公司 | A kind of prestressed reinforcement spreading connector |
| KR101606576B1 (en) * | 2015-08-12 | 2016-03-28 | 한상도 | steel reinforcement eccentricity connector for precast concrete block or concrete and the method of connecting steel reinforcement |
| KR101606579B1 (en) * | 2015-08-12 | 2016-03-28 | 한상도 | steel reinforcement eccentricity connector for precast concrete block or concrete and the method of connecting steel reinforcement |
| CN105464290A (en) * | 2015-12-10 | 2016-04-06 | 江苏金砼预制装配建筑发展有限公司 | Novel steel bar connection sleeve |
| CN109790716A (en) * | 2016-04-26 | 2019-05-21 | 苏犁 | Double eccentric block jointings of prefabricated components connection reinforcing bar |
-
2016
- 2016-04-26 CN CN201680031651.4A patent/CN109790716A/en active Pending
- 2016-04-26 WO PCT/CN2016/000225 patent/WO2017185193A1/en active Application Filing
-
2017
- 2017-02-10 CN CN201720121887.9U patent/CN207003832U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109790716A (en) * | 2016-04-26 | 2019-05-21 | 苏犁 | Double eccentric block jointings of prefabricated components connection reinforcing bar |
| CN114941439A (en) * | 2022-03-24 | 2022-08-26 | 五冶集团上海有限公司 | Method for connecting upper-layer column and lower-layer column after deviation of steel bars at top of prefabricated column |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017185193A1 (en) | 2017-11-02 |
| CN109790716A (en) | 2019-05-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207003832U (en) | Prefabricated components connect double eccentric block jointings of reinforcing bar | |
| CN105756190B (en) | A kind of assembled round steel tubular truss tubular joint and its processing method | |
| CN107338871A (en) | Precast concrete box connection component | |
| CN107100269A (en) | A kind of node of steel pipe intercolumniation connection of band splicing sleeve pipe and preparation method thereof | |
| CN202164595U (en) | Steel pipe pile and coffer made of steel pipe pile | |
| CN115788538A (en) | Constant-resistance large-deformation hollow grouting-resin coupling anchoring bolt | |
| CN203669113U (en) | Combination beam with high shearing resistance | |
| CN102383423A (en) | Preformed pile connecting structure | |
| CN109898752A (en) | Half grout sleeve and preparation method thereof | |
| EP3921475A1 (en) | Method for forming a connection between two tubular segments of different widths and correspondingly produced connection | |
| CN214464214U (en) | Quick connector for shield tunnel lining segment | |
| CN110042987A (en) | A kind of Anti-pull-press reinforcing bar connector and application method | |
| CN109268034A (en) | A kind of shield duct piece with joggle | |
| CN204199543U (en) | The full grouting connecting reinforcement sleeve of the variable cross section realized by technique for rolling | |
| CN210370708U (en) | Longitudinal connecting structure between tunnel primary support steel frame trusses | |
| CN205689133U (en) | Tunnelling jumbolter | |
| CN107237454A (en) | A kind of connection method of precast concrete | |
| CN205226007U (en) | Double -end spiro union formula connection structure | |
| CN206737271U (en) | A kind of a chain of bar connecting of bolt is buckled | |
| CN110273509A (en) | Open type connector | |
| CN106677434B (en) | Separating type cold extrudes reinforced bar sleeve | |
| CN107916948A (en) | A kind of coal mine support anchor rod component | |
| CN103557007A (en) | Support structure passing geological abnormal zone extreme crushing soft rock tunnel and construction method of support structure | |
| CN205270359U (en) | Short stress strand mill | |
| CN102535453A (en) | Tubular pipe joint |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Su Li Document name: payment instructions |
|
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Su Li Document name: Notice of Termination of Patent Rights |
|
| DD01 | Delivery of document by public notice | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180213 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |