CN207003832U - Prefabricated components connect double eccentric block jointings of reinforcing bar - Google Patents

Prefabricated components connect double eccentric block jointings of reinforcing bar Download PDF

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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
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China
Prior art keywords
screw thread
bar connecting
prefabricated components
eccentric block
connecting screw
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Expired - Fee Related
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CN201720121887.9U
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Chinese (zh)
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苏犁
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Individual
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Individual
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups

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  • 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

Prefabricated components connect double eccentric block jointings of reinforcing bar
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.
CN201720121887.9U 2016-04-26 2017-02-10 Prefabricated components connect double eccentric block jointings of reinforcing bar Expired - Fee Related CN207003832U (en)

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

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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

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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

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CN (2) CN109790716A (en)
WO (1) WO2017185193A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

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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
CN202117233U (en) * 2011-05-05 2012-01-18 建研科技股份有限公司 Adjustable rebar thread connection device
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
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

Cited By (2)

* Cited by examiner, † Cited by third party
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

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Publication number Publication date
CN109790716A (en) 2019-05-21
WO2017185193A1 (en) 2017-11-02

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