CN103924674A - High-strength bolt shear key structure and constructing method thereof - Google Patents

High-strength bolt shear key structure and constructing method thereof Download PDF

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Publication number
CN103924674A
CN103924674A CN201410176128.3A CN201410176128A CN103924674A CN 103924674 A CN103924674 A CN 103924674A CN 201410176128 A CN201410176128 A CN 201410176128A CN 103924674 A CN103924674 A CN 103924674A
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CN
China
Prior art keywords
plate
precast concrete
strength bolt
steel
steel pipe
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Pending
Application number
CN201410176128.3A
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Chinese (zh)
Inventor
李秉南
戴航
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Southeast University
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Southeast University
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Publication date
Application filed by Southeast University filed Critical Southeast University
Priority to CN201410176128.3A priority Critical patent/CN103924674A/en
Publication of CN103924674A publication Critical patent/CN103924674A/en
Pending legal-status Critical Current

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Abstract

The invention discloses a high-strength bolt shear key structure and a constructing method of the high-strength bolt shear key structure. The high-strength bolt shear key structure comprises a steel beam composed of steel beam web plates and steel beam flange plates, a precast concrete plate, high-strength bolts and a connecting part formed by an upper cushion plate, a lower cushion plate and a supporting steel pipe, wherein the upper end and the lower end of the supporting steel pipe abut against and are fixed to the upper cushion plate and the lower cushion plate respectively, and the connecting part is cast in the precast concrete plate. The method includes the steps that the steel beam web plates and the steel beam flange plates are manufactured into the I-beam-type steel beam, meanwhile, the precast concrete plate is manufactured, the connecting part formed by the upper cushion plate, the lower cushion plate and the supporting steel pipe are cast in the designed position of the precast concrete plate, and the supporting steel pipe is clamped between the upper cushion plate and the lower cushion plate; the steel beam is paved with the precast concrete plate, and the supporting steel pipe of the connecting part serves as a formwork for hole drilling; the precast concrete plate and the steel beam flange plates are connected through bolts to be in an attached state, and the precast concrete plate and the flange plates can be connected through clamping force of the high-strength bolts.

Description

A kind of high-strength bolt shear key structure and construction construction method thereof
Technical field
The present invention relates to a kind of being used for and connect the high-strength bolt shear key structure of girder steel and precast concrete plank and build construction method, belong to civil works building technology field.
Background technology
Prefabricated assembled steel-concrete combined structure is combined into whole co-operation by shear connector by girder steel and precast concrete plank, can give full play to the advantage separately of Steel concrete bi-material, there is the advantages such as environmental friendliness, easy construction, good economy performance, apply increasingly extensive.
Shear connector is the critical component in steel-concrete combined structure, and form has a variety of.High-strength bolt shear key is formed the frange plate of precast concrete plank and girder steel to be connected by the chucking power of high-strength bolt, has the advantages such as quality of connection is easy to guarantee, quick construction is convenient, concrete slab replacing is easy, has broad application prospects.In at present common high-strength bolt shear key, concrete directly bears the pre-applied force of high-strength bolt, and in part, heavily stressed lower concrete creeping causes that the problem that high-strength bolt pretension is lax is more outstanding, causes the reduction of combining structure switching performance.
Summary of the invention
The object of this invention is to provide a kind of simple in structure, easy construction, can effectively reduce the high-strength bolt shear key structure that pretension is lax and build construction method.
Technical scheme of the present invention is:
A high-strength bolt shear key structure, comprises the connector that girder steel, precast concrete plank, high-strength bolt and upper padding plate, lower bolster and supporting steel pipe that steel beam web plate and girder steel frange plate form form; The two ends up and down of described supporting steel pipe offset with upper padding plate and lower bolster respectively and are fixing, described girder steel frange plate, upper padding plate and lower bolster are equipped with the circular hole with high-strength bolt adaptation on the axis of supporting steel pipe, the internal diameter of described supporting steel pipe is not less than the diameter of above-mentioned circular hole, and described connector is built in precast concrete plank.
A kind of construction construction method of high-strength bolt shear key structure, first steel beam web plate and girder steel frange plate are manufactured to the girder steel of I-beam type, carry out the making of precast concrete plank simultaneously, and the connector being comprised of upper padding plate, lower bolster and supporting steel pipe is cast on the design attitude of precast concrete plank, and described supporting steel pipe is clipped in therebetween by upper padding plate and lower bolster; Then complete the field erection of girder steel, then on girder steel, carry out the laying of precast concrete plank, and utilize the supporting steel pipe of connector to hole as template; Finally that the frange plate bolt of precast concrete plank and girder steel is in place to fit-state, the chucking power by high-strength bolt makes both form connection.
The invention has the beneficial effects as follows: the present invention is simple in structure, easy construction, supporting steel pipe is not only the duct of high-strength bolt in precast concrete plank, and be the support frame of high-strength bolt, bear the most pre-applied force of high-strength bolt, thereby greatly reduce the pressure that concrete bears, concrete creeping significantly reduced, can effectively reduce the lax of high-strength bolt pretension, strengthen shearing concatenation ability and the intensity of combining structure.
Accompanying drawing explanation
Fig. 1 is the main pseudosection of the embodiment of the present invention.
Fig. 2 is the side cutaway view of Fig. 1.
Fig. 3 is the top plan view of Fig. 1.
In figure, be labeled as, 1. steel beam web plate, 2. girder steel frange plate, 3. precast concrete plank, 4. high-strength bolt, 5. upper padding plate, 6. lower bolster, 7. supporting steel pipe.
The specific embodiment
Embodiment 1
A kind of high-strength bolt shear key structure, comprise the girder steel that steel beam web plate 1 and girder steel frange plate 2 form, precast concrete plank 3, high-strength bolt 4 and by upper padding plate 5, the connector that lower bolster 6 and supporting steel pipe 7 form, the two ends up and down of described supporting steel pipe 7 offset with upper padding plate 5 and lower bolster 6 respectively and are fixing, described girder steel frange plate 2, upper padding plate 5 and lower bolster 6 are equipped with the circular hole with high-strength bolt 4 adaptations on the axis of supporting steel pipe 7, the internal diameter of described supporting steel pipe 7 is not less than the diameter of above-mentioned circular hole, described connector is built in precast concrete plank 3, supporting steel pipe 7 is as support frame, and bear the pre-applied force of most of high-strength bolt, thereby realize the reduction of concrete pressure, significantly reduce concrete creeping, reduce the lax of high-strength bolt pretension, strengthen shearing concatenation ability and the intensity of combining structure.
As shown in Fig. 1 ~ 3, a kind of high-strength bolt shear key structure of the present invention.Steel beam web plate 1 and girder steel frange plate 2 form girder steel; The two ends up and down of supporting steel pipe 7 are welded and fixed composition connector with upper padding plate 5 and lower bolster 6 respectively, and upper padding plate 5 and lower bolster 6 are equipped with the circular hole with high-strength bolt 4 adaptations on the axis of supporting steel pipe 7, and connector is built in precast concrete plank 3; Concrete slab 3 is symmetrically placed on girder steel frange plate 2 according to supporting steel pipe 7, and girder steel frange plate 2 is equipped with the circular hole with high-strength bolt 4 adaptations on the axis of supporting steel pipe 7; The screw rod of high-strength bolt 4 is successively through upper padding plate 5, supporting steel pipe 7, lower bolster 6 and the rear fastening nut of girder steel frange plate 2, completes being connected of girder steel and precast concrete plank.
Embodiment 2
A kind of construction construction method of high-strength bolt shear key structure, first steel beam web plate 1 and girder steel frange plate 2 are manufactured to the girder steel of I-beam type, carry out the making of precast concrete plank 3 simultaneously, and the connector being comprised of upper padding plate 5, lower bolster 6 and supporting steel pipe 7 is cast on the design attitude of precast concrete plank, and described supporting steel pipe 7 is clipped in therebetween by upper padding plate 5 and lower bolster 6; Then complete the field erection of girder steel, then on girder steel, carry out the laying of precast concrete plank 3, and utilize the supporting steel pipe 7 of connector to hole as template; Finally that precast concrete plank 3 is in place to fit-state with frange plate 2 bolts of girder steel, the chucking power by high-strength bolt 4 makes both form connection.

Claims (2)

1. a high-strength bolt shear key structure, it is characterized in that: comprise the girder steel that steel beam web plate (1) and girder steel frange plate (2) form, precast concrete plank (3), high-strength bolt (4) and by upper padding plate (5), the connector that lower bolster (6) and supporting steel pipe (7) form, the two ends up and down of described supporting steel pipe (7) offset with upper padding plate (5) and lower bolster (6) respectively and are fixing, described girder steel frange plate (2), upper padding plate (5) and lower bolster (6) are equipped with the circular hole adaptive with high-strength bolt (4) on the axis of supporting steel pipe (7), the internal diameter of described supporting steel pipe (7) is not less than the diameter of above-mentioned circular hole, described connector is built in precast concrete plank (3).
2. the construction construction method of a high-strength bolt shear key structure, it is characterized in that, first steel beam web plate (1) and girder steel frange plate (2) are manufactured to the girder steel of I-beam type, carry out the making of precast concrete plank (3) simultaneously, and the connector being comprised of upper padding plate (5), lower bolster (6) and supporting steel pipe (7) is cast on the design attitude of precast concrete plank (3), and described supporting steel pipe (7) is clipped in therebetween by upper padding plate (5) and lower bolster (6); Then complete the field erection of girder steel, then on girder steel, carry out the laying of precast concrete plank (3), and utilize the supporting steel pipe (7) of connector to hole as template; Finally that frange plate (2) bolt of precast concrete plank (3) and girder steel is in place to fit-state, the chucking power by high-strength bolt (4) makes both form connection.
CN201410176128.3A 2014-04-29 2014-04-29 High-strength bolt shear key structure and constructing method thereof Pending CN103924674A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410176128.3A CN103924674A (en) 2014-04-29 2014-04-29 High-strength bolt shear key structure and constructing method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410176128.3A CN103924674A (en) 2014-04-29 2014-04-29 High-strength bolt shear key structure and constructing method thereof

Publications (1)

Publication Number Publication Date
CN103924674A true CN103924674A (en) 2014-07-16

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Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104831814A (en) * 2015-05-12 2015-08-12 东南大学 Shear key of outer hanging wall plate
CN105239720A (en) * 2015-11-18 2016-01-13 湖南大学 Prefabricated assembled steel-concrete composite beam connected by adopting high-strength bolt
CN105525686A (en) * 2015-11-26 2016-04-27 沈阳建筑大学 Structure for connecting prefabricated concrete composite floor slab with H-shaped steel beam through bolts
CN106013203A (en) * 2016-05-26 2016-10-12 杭州江润科技有限公司 Construction method for refined pre-embedded structure of steel structural foundation bolt shaping mould
CN106168054A (en) * 2016-08-30 2016-11-30 河北建筑工程学院 Connecting structure with dry shaped connecting piece precast shear wall plate and construction method thereof
CN106644717A (en) * 2016-12-20 2017-05-10 东南大学 Experimental device for testing anti-pull connection performance of self-tapping screws, and implementation mode of experimental device
CN106835951A (en) * 2017-03-28 2017-06-13 宁波金蛟龙重工钢构有限公司 A kind of replaceable prefabricated assembled combined beam structure and manufacturing process
CN107130715A (en) * 2017-05-26 2017-09-05 天津大学建筑设计研究院 Teeth groove is poured after a kind of to be linked and packed the construction method of formula building roof system
CN108894431A (en) * 2018-07-26 2018-11-27 广西大学 Friction shear resisting fashioned iron-precast concrete combination beam preparation and its construction method
CN110306678A (en) * 2019-07-16 2019-10-08 中航工程集成设备有限公司 A kind of connection structure of prefabricated board and braced frame
CN111287373A (en) * 2020-02-23 2020-06-16 西安理工大学 Connecting structure and connecting method for prefabricated composite slab and steel beam

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008062949A1 (en) * 2006-11-22 2008-05-29 Sungkyunkwan University Foundation For Corporate Collaboration Apparatus for connecting a precast deck slab with a beam on a bridge and method for connecting the slab with the beam using the same
CN202227584U (en) * 2011-06-30 2012-05-23 广东工业大学 Non-welding high-strength bolt shear key structure
CN202347665U (en) * 2011-12-09 2012-07-25 清华大学 Connection node constructional member of reinforced concrete beam and steel beam
CN102926505A (en) * 2011-08-09 2013-02-13 同济大学 Combination beam member
CN203878753U (en) * 2014-04-29 2014-10-15 东南大学 High-strength bolt shear key structure

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2008062949A1 (en) * 2006-11-22 2008-05-29 Sungkyunkwan University Foundation For Corporate Collaboration Apparatus for connecting a precast deck slab with a beam on a bridge and method for connecting the slab with the beam using the same
CN202227584U (en) * 2011-06-30 2012-05-23 广东工业大学 Non-welding high-strength bolt shear key structure
CN102926505A (en) * 2011-08-09 2013-02-13 同济大学 Combination beam member
CN202347665U (en) * 2011-12-09 2012-07-25 清华大学 Connection node constructional member of reinforced concrete beam and steel beam
CN203878753U (en) * 2014-04-29 2014-10-15 东南大学 High-strength bolt shear key structure

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104831814A (en) * 2015-05-12 2015-08-12 东南大学 Shear key of outer hanging wall plate
CN105239720A (en) * 2015-11-18 2016-01-13 湖南大学 Prefabricated assembled steel-concrete composite beam connected by adopting high-strength bolt
CN105525686A (en) * 2015-11-26 2016-04-27 沈阳建筑大学 Structure for connecting prefabricated concrete composite floor slab with H-shaped steel beam through bolts
CN106013203A (en) * 2016-05-26 2016-10-12 杭州江润科技有限公司 Construction method for refined pre-embedded structure of steel structural foundation bolt shaping mould
CN106168054A (en) * 2016-08-30 2016-11-30 河北建筑工程学院 Connecting structure with dry shaped connecting piece precast shear wall plate and construction method thereof
CN106644717A (en) * 2016-12-20 2017-05-10 东南大学 Experimental device for testing anti-pull connection performance of self-tapping screws, and implementation mode of experimental device
CN106644717B (en) * 2016-12-20 2019-09-20 东南大学 For testing the experimental provision and its implementation method of tapping screw resistance to plucking switching performance
CN106835951A (en) * 2017-03-28 2017-06-13 宁波金蛟龙重工钢构有限公司 A kind of replaceable prefabricated assembled combined beam structure and manufacturing process
CN107130715A (en) * 2017-05-26 2017-09-05 天津大学建筑设计研究院 Teeth groove is poured after a kind of to be linked and packed the construction method of formula building roof system
CN108894431A (en) * 2018-07-26 2018-11-27 广西大学 Friction shear resisting fashioned iron-precast concrete combination beam preparation and its construction method
CN110306678A (en) * 2019-07-16 2019-10-08 中航工程集成设备有限公司 A kind of connection structure of prefabricated board and braced frame
CN111287373A (en) * 2020-02-23 2020-06-16 西安理工大学 Connecting structure and connecting method for prefabricated composite slab and steel beam

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Application publication date: 20140716