CN103924674A - High-strength bolt shear key structure and constructing method thereof - Google Patents
High-strength bolt shear key structure and constructing method thereof Download PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- plate
- precast concrete
- strength bolt
- steel
- steel pipe
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 85
- 239000010959 steel Substances 0.000 claims abstract description 85
- 239000011178 precast concrete Substances 0.000 claims abstract description 32
- 238000010276 construction Methods 0.000 claims description 14
- 230000003044 adaptive Effects 0.000 claims 1
- 238000005553 drilling Methods 0.000 abstract 1
- 238000009415 formwork Methods 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 11
- 230000004301 light adaptation Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
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
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.
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 |
Family
ID=51143052
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410176128.3A CN103924674A (en) | 2014-04-29 | 2014-04-29 | High-strength bolt shear key structure and constructing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103924674A (en) |
Cited By (11)
| 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)
| 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 |
-
2014
- 2014-04-29 CN CN201410176128.3A patent/CN103924674A/en not_active Application Discontinuation
Patent Citations (5)
| 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)
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102979177B (en) | Industrialized assembled multi-story high-rise steel structure eccentrically-braced system | |
| CN102979172B (en) | Industrialized assembled multi-story high-rise steel structure prestressed centrally-braced system | |
| CN203878778U (en) | Concrete-filled rectangular steel tube column and steel beam steel bar type node with extended end plates | |
| CN104032840B (en) | The prestressing force assembling frame node connecting structure of additional angle steel | |
| CN103206010B (en) | A kind of assembling type steel structure prestressing force accentric support frame system | |
| CN103334491B (en) | One how high-rise assembling type steel structure hetero-columns frame support system | |
| CN103195163B (en) | Multiple high-level assembly steel structure system capable of realizing rigid node connections | |
| CN205242848U (en) | Adopt prefabricated assembled steel - concrete combination beam of high strength bolt connection | |
| CN202831402U (en) | Concrete filled steel tubular column with inner-connected circular pipe and outer-sleeved concrete filled steel tube | |
| CN103590322A (en) | Shear force connecting part, combination beam comprising same and construction method of combination beam | |
| CN203452204U (en) | Connecting node of prefabricated hollow steel-reinforced concrete column and steel girder | |
| CN203603029U (en) | Shearing force connecting piece and composite beam with same | |
| CN204662247U (en) | A kind of Flange joint Concrete Filled double-walled steel pipe precast assembly bridge pier of additional power consumption reinforcing bar | |
| CN101914952A (en) | Connecting joint between hollow steel tube concrete column and steel girder and construction method thereof | |
| CN102926504B (en) | Construction method of steel and concrete overlapped beam combined part | |
| CN103334488A (en) | Assembled steel structure deformed column framework support system | |
| CN103437457A (en) | Replaceable steel coupling beam and double-steel-plate high-strength concrete combined coupled shear wall | |
| CN103924505B (en) | Use prefabricated steel-concrete combination T beam and the construction method of Wavelike steel webplate | |
| CN105386405A (en) | Precast segment assembled concrete filled steel tube bridge pier based on bolted connection | |
| CN203393848U (en) | Connection node structure of reinforced concrete column and steel I-beam | |
| CN101215855A (en) | Combination beam | |
| CN103015537A (en) | Beam-column joint connecting device of assembled steel structure system | |
| CN105239720A (en) | Prefabricated assembled steel-concrete composite beam connected by adopting high-strength bolt | |
| CN101768916A (en) | Lower flange improved corrugated steel web plate composite box girder and construction method thereof | |
| CN103255841A (en) | Assembly-type concrete column-steel beam overhanging end plate type node connecting device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140716 |