CN108755403A - A kind of prefabricated assembled centers UHPC anticollision barrier grouting connecting structure - Google Patents

A kind of prefabricated assembled centers UHPC anticollision barrier grouting connecting structure Download PDF

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Publication number
CN108755403A
CN108755403A CN201810782571.3A CN201810782571A CN108755403A CN 108755403 A CN108755403 A CN 108755403A CN 201810782571 A CN201810782571 A CN 201810782571A CN 108755403 A CN108755403 A CN 108755403A
Authority
CN
China
Prior art keywords
uhpc
anticollision
grout sleeve
centers
connecting structure
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.)
Withdrawn
Application number
CN201810782571.3A
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Chinese (zh)
Inventor
宁平华
王晟
何则干
黄福杰
张为民
唐明裴
彭聪
邓德伦
麦梓浩
王如寒
熊正元
杨勇
欧键灵
王停珍
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Municipal Engineering Design & Research Institute Co Ltd
Original Assignee
Guangzhou Municipal Engineering Design & Research Institute Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangzhou Municipal Engineering Design & Research Institute Co Ltd filed Critical Guangzhou Municipal Engineering Design & Research Institute Co Ltd
Priority to CN201810782571.3A priority Critical patent/CN108755403A/en
Publication of CN108755403A publication Critical patent/CN108755403A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/10Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
    • E01D19/103Parapets, railings ; Guard barriers or road-bridges

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The invention discloses a kind of prefabricated assembled centers UHPC anticollision barrier grouting connecting structure,Include girder top plate and UHPC anticollision barriers with connection reinforcing bar,It is embedded with grout sleeve respectively at left and right sides of UHPC anticollision barriers bottom internal,The inner wall at least three inside shear connectors of longitudinally spaced distribution of grout sleeve,The outer wall of grout sleeve is longitudinally spaced to be distributed with external shear key corresponding with internal shear connector,Grout sleeve has is inserted into the indoor opening of filling cavity for connection reinforcing bar,The grout outlet that grout sleeve has underlying grouting mouth and is located above,By the way that grouting material is perfused into filling cavity room so that UHPC anticollision barriers to be connected with girder top plate,The connection of grout sleeve and UHPC anticollision barriers is realized by the way that external shear key is arranged,And pass through internal shear connector,Connect reinforcing bar,The synergistic effect of grouting material,Grout sleeve and girder top plate are linked to be entirety,Avoid the embedded bar inside UHPC anticollision barriers,Facilitate the prefabricated of UHPC anticollision barriers.

Description

A kind of prefabricated assembled centers UHPC anticollision barrier grouting connecting structure
Technical field
The present invention relates to bridge construction technical field of structures, more particularly to a kind of prefabricated assembled centers UHPC anticollision barrier Be in the milk connecting structure.
Background technology
In recent years, China actively seek and enrich the interference of rapid, low road, mute green construction mode, energetically Fabricated construction is advocated, and tries to explore application of the new material in assembled architecture.Anticollision barrier is the important set of bridge At part, UHPC anticollision barrier simple structures than traditional solid armored concrete anticollision barrier weight saving about 65%, and are tied Structure has ultra-tough, with the obvious advantage, but existing assembled UHPC anticollision barriers by bed bolt and are embedded in wing plate Connect reinforcing bar and realize connection, when construction worker need to roll over to anticollision barrier rear carry out bolt apply it is stubborn, it is complicated for operation and dangerous Degree is high, therefore it is necessary to research and develop suitable for the novel connection of UHPC anticollision barriers.
Invention content
Technical problem to be solved by the invention is to provide a kind of simple structure, easy construction prefabricated assembled UHPC in Entreat anticollision barrier grouting connecting structure.
Used technical solution to solve above-mentioned technical problem:A kind of prefabricated assembled centers UHPC anticollision barrier grouting Connecting structure, including girder top plate and UHPC anticollision barriers, the UHPC anticollision barriers bottom left and right sides are embedded with filling respectively Sleeve is starched, forms perfusion chamber inside the grout sleeve, the inner wall of the grout sleeve is longitudinally spaced to be distributed at least three Internal shear connector, the outer wall of the grout sleeve is longitudinally spaced to be distributed with external shear key corresponding with internal shear connector, institute Stating grout sleeve has the opening that UHPC anticollision barriers bottom is inserted into filling cavity room and be in for connection reinforcing bar, grout sleeve With underlying grouting mouth and the grout outlet being located above, the girder top plate, which has, to be each extended over stretching and is inserted through being open Enter the connection reinforcing bar in half grout sleeve, by the way that grouting material is perfused into filling cavity room with by UHPC anticollision barriers and girder top plate It is connected.
Preferably, UHPC anticollision barriers bottom is equipped with shearing slot, and the girder top plate is equipped with matches with shearing slot build-in The shear connector of conjunction.
Preferably, there is epoxy glue layer, the UHPC anticollisions shield between the UHPC anticollision barriers and girder top plate Column bottom is longitudinally spaced to be equipped with out glue groove.
Preferably, the UHPC anticollision barriers are made of side plate, top plate and bottom plate and floor, and the side plate bottom locally adds Thick structure is embedded into advance for grout sleeve.
Preferably, the opening direction of the grout outlet is towards the inside of side plate, and the opening direction of the grouting mouth is towards side The outside of plate.
Preferably, the pre-buried position of the grout sleeve and the aligned in position where floor, the pulp of the grout sleeve There are 45 ° of angles between mouth and floor.
Preferably, the oval ring-type of the external shear key, the ellipse short shaft axis and UHPC of the external shear key The axis of anticollision barrier is vertical.
Preferably, the length that the connection reinforcing bar stretches into perfusion chamber is not less than 9 times of connection bar diameter.
Preferably, the internal shear connector is in same position with external shear key in longitudinal direction.
Preferably, the grout sleeve is cast by spheroidal graphite cast-iron forms or is formed by structural alloy steel machining.
Advantageous effect:
(1) the pre-buried grout sleeve inside UHPC anticollision barriers, by be arranged external shear key realize grout sleeve with The connection of UHPC anticollision barriers, and by the synergistic effect of internal shear connector, connection reinforcing bar, grouting material, by grout sleeve and master Back plate is linked to be entirety, avoids the embedded bar inside UHPC anticollision barriers, facilitates the prefabricated of UHPC anticollision barriers, more It is produced suitable for industrial flow-line;
(2) shear connector being arranged above precast main beam top plate can effectively bear the horizontal force of central anticollision barrier, to center The prefabricated of anticollision barrier provides possibility;
(3) grouting mouth, which is directed toward on the outside of side plate, can facilitate site operation, and the later stage can hide its trace by deck paving, go out It starches mouth and is directed toward side plate interior sides, can avoid visual impact of the surface grout to UHPC anticollision barriers.
Description of the drawings
The present invention is described further with reference to the accompanying drawings and examples;
Fig. 1 is the section structure diagram of the embodiment of the present invention;
Fig. 2 is another section structure diagram of the embodiment of the present invention;
Fig. 3 is the side structure schematic diagram of the embodiment of the present invention;
Fig. 4 is the schematic cross-section of grout sleeve in the embodiment of the present invention;
Fig. 5 is the schematic cross-section of another angle of grout sleeve in the embodiment of the present invention.
Specific implementation mode
Referring to figs. 1 to Fig. 5, the prefabricated assembled centers UHPC of the invention anticollision barrier grouting connecting structure, including girder top Plate 10 and UHPC anticollision barriers 20, girder top plate 10, which stretches out, has connection reinforcing bar 11, at left and right sides of 20 bottom of UHPC anticollision barriers Inside is embedded with grout sleeve 30, and 30 inner hollow of grout sleeve has perfusion chamber 31, and the bottom of grout sleeve 30, which has, opens Mouth 32, when grout sleeve 30 is embedded in UHPC anticollision barriers 20, opening 32 and the UHPC anticollision barriers 20 of grout sleeve 30 Bottom wall surface is concordant, and opening 32 is inserted into for connection reinforcing bar 11 inside perfusion chamber 31, and connection reinforcing bar 11 stretches into perfusion chamber 31 Length not less than connection 9 times of bar diameter, the longitudinally spaced at least three inside shearing of distribution of inner wall of grout sleeve 30 Key 33, particular number are chosen according to connection 11 built-in length of reinforcing bar, the longitudinally spaced distribution of outer wall of grout sleeve 30 There is the external shear key 34 that same position is in internal shear connector 33, the extension elongation and thickness of external shear key 34 are according to even The selection of 11 built-in length of reinforcing bar is connect, quantity is identical as internal shear connector.Preferably, 34 oval ring-type of external shear key, The ellipse short shaft axis of external shear key 34 is vertical with the axis of UHPC anticollision barriers.Grout sleeve 30 has underlying filling Slurry mouth 35 and the grout outlet 36 being located above, grouting material are poured by grouting mouth 35, are stopped after the spilling of grout outlet 36 after grouting material Girder top plate 10 is connected by grouting after grouting material solidification by connecting reinforcing bar 11 and grout sleeve 30 with UHPC anticollision barriers 20 Form one.
Wherein, UHPC anticollision barriers 20 are made of side plate 21, top plate 22, bottom plate 23 and floor 24, and pass through side plate 21, top Plate 22, bottom plate 23 and floor 24 form hatch frame, are embedded into advance for the ease of grout sleeve 30, side plate 21 and 24 bottom of floor Contact area has local structure thicker.
Shearing slot 25 is equipped among 20 bottom of UHPC anticollision barriers, correspondingly, girder top plate 10 is equipped with embedding with shearing slot 25 Admittedly the shear connector 12 coordinated is easy to lift positioning by shearing slot 25 with shear connector 12,20 bottom of UHPC anticollision barriers is additionally provided with Go out glue groove 26 to what both sides extended, go out 26 longitudinally spaced arrangement of glue groove, when installation, first in 10 corresponding top surface of girder top plate Epoxy resin jelly is uniformly smeared, epoxy resin jelly thickness is not less than 3mm, and subsequent lifting UHPC anticollision barriers 20 simultaneously will shearing Slot 25 is aligned with shear connector 12, is squeezed out epoxy resin jelly with glue groove 26 is gone out using the dead weight of UHPC anticollision barriers 20, then It should meet anchor to grouting material, the length that connection reinforcing bar 11 is inserted into grout sleeve 30 are perfused inside grout sleeve 30 by being in the milk mouth 35 Gu length requirement stoppers grouting mouth 35 and grout outlet 36 with rubber stopper after grouting material is from the spilling of grout outlet 36, it is anti-to complete UHPC Hit the connection of guardrail 20 and girder top plate 10, wherein epoxy resin jelly is formed by curing epoxy glue layer 13.
Preferably, the opening direction of grout outlet 36 towards the inside of side plate 21, is in the milk, the opening direction of mouth 35 is towards side The outside of plate 21, it is possible to reduce pulp discharge surface grout improves UHPC anticollisions to the visual impact of UHPC anticollision barriers when grouting The whole simple and beautiful of guardrail 20.Further, since aligned in position of the pre-buried position of grout sleeve 30 where with floor 24, is The length for reducing grout outlet 36 has 45 ° of angles between the grout outlet 36 and floor 24 of grout sleeve 30.
Preferably, grout sleeve 30 is processed and to be formed by casting formation or machine cut, and when using Foundry Production, material Spheroidal graphite cast-iron is selected, when being produced using mechanical processing, material selection meets the steel of joint geometry examination requirements, as low-alloy is rigid Strength structure steel, structural alloy steel etc..Grouting material is adopted using good fluidity, early strong, microdilatancy high-strength slurry, connection reinforcing bar 11 Use Ribbed Bar.
Wherein, it is to adapt to abnormity UHPC components, the external shear key 34 of grout sleeve 30, be in the milk mouth 35 and grout outlet 36 Position, angle etc. can accordingly be optimized according to the section form of UHPC components.
Embodiments of the present invention are explained in detail above in conjunction with attached drawing, but the present invention is not limited to above-mentioned embodiment party Formula, the technical field those of ordinary skill within the scope of knowledge, can also be before not departing from present inventive concept Put that various changes can be made.

Claims (10)

  1. The connecting structure 1. a kind of prefabricated assembled centers UHPC anticollision barrier is in the milk, it is characterised in that:Including girder top plate and UHPC anticollision barriers, are embedded with grout sleeve at left and right sides of UHPC anticollision barriers bottom respectively, inside the grout sleeve Form perfusion chamber, the inner wall at least three inside shear connectors of longitudinally spaced distribution of the grout sleeve, the grout sleeve Outer wall it is longitudinally spaced external shear key corresponding with internal shear connector is distributed with, the grout sleeve has for connecting reinforcing bar It is inserted into filling cavity room and the opening in UHPC anticollision barriers bottom, grout sleeve has underlying grouting mouth and position Grout outlet in top, the girder top plate, which has to each extend over, to be stretched out and is inserted into the connection steel in half grout sleeve through opening Muscle, by the way that grouting material is perfused into filling cavity room so that UHPC anticollision barriers to be connected with girder top plate.
  2. The connecting structure 2. the prefabricated assembled centers UHPC anticollision barrier according to claim 1 is in the milk, it is characterised in that:Institute It states UHPC anticollision barriers bottom and is equipped with shearing slot, the girder top plate is equipped with the shear connector with shearing slot build-in cooperation.
  3. The connecting structure 3. the prefabricated assembled centers UHPC anticollision barrier according to claim 2 is in the milk, it is characterised in that:Institute Stating has epoxy glue layer between UHPC anticollision barriers and girder top plate, UHPC anticollision barriers bottom is longitudinally spaced to be set There is glue groove.
  4. The connecting structure 4. the prefabricated assembled centers the UHPC anticollision barrier according to any one of claim 1-3 is in the milk, It is characterized in that:The UHPC anticollision barriers are made of side plate, top plate and bottom plate and floor, and the side plate bottom locally thickeies knot Structure is embedded into advance for grout sleeve.
  5. The connecting structure 5. the prefabricated assembled centers UHPC anticollision barrier according to claim 4 is in the milk, it is characterised in that:Institute The opening direction of grout outlet is stated towards the inside of side plate, the opening direction of the grouting mouth is towards the outside of side plate.
  6. The connecting structure 6. the prefabricated assembled centers UHPC anticollision barrier according to claim 5 is in the milk, it is characterised in that:Institute The pre-buried position for stating grout sleeve and the aligned in position where floor, have between the grout outlet and floor of the grout sleeve 45 ° of angles.
  7. The connecting structure 7. the prefabricated assembled centers the UHPC anticollision barrier according to any one of claim 1-3 is in the milk, It is characterized in that:The oval ring-type of the external shear key, the ellipse short shaft axis of the external shear key and UHPC anticollisions The axis of guardrail is vertical.
  8. The connecting structure 8. the prefabricated assembled centers the UHPC anticollision barrier according to any one of claim 1-3 is in the milk, It is characterized in that:The length that the connection reinforcing bar stretches into perfusion chamber is not less than 9 times of connection bar diameter.
  9. The connecting structure 9. the prefabricated assembled centers the UHPC anticollision barrier according to any one of claim 1-3 is in the milk, It is characterized in that:The internal shear connector is in same position with external shear key in longitudinal direction.
  10. The connecting structure 10. the prefabricated assembled centers the UHPC anticollision barrier according to any one of claim 1-3 is in the milk, It is characterized in that:The grout sleeve is cast by spheroidal graphite cast-iron to be formed or is formed by structural alloy steel machining.
CN201810782571.3A 2018-07-16 2018-07-16 A kind of prefabricated assembled centers UHPC anticollision barrier grouting connecting structure Withdrawn CN108755403A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810782571.3A CN108755403A (en) 2018-07-16 2018-07-16 A kind of prefabricated assembled centers UHPC anticollision barrier grouting connecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810782571.3A CN108755403A (en) 2018-07-16 2018-07-16 A kind of prefabricated assembled centers UHPC anticollision barrier grouting connecting structure

Publications (1)

Publication Number Publication Date
CN108755403A true CN108755403A (en) 2018-11-06

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Family Applications (1)

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CN201810782571.3A Withdrawn CN108755403A (en) 2018-07-16 2018-07-16 A kind of prefabricated assembled centers UHPC anticollision barrier grouting connecting structure

Country Status (1)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113250081A (en) * 2021-06-15 2021-08-13 山西高速集团朔神有限责任公司 Prefabricated anti-collision wall for assembled bridge and construction method of prefabricated anti-collision wall
CN113802771A (en) * 2021-08-20 2021-12-17 北京工业大学 Can realize half grout sleeve structure of sleeve reinforcing bar self-centering

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113250081A (en) * 2021-06-15 2021-08-13 山西高速集团朔神有限责任公司 Prefabricated anti-collision wall for assembled bridge and construction method of prefabricated anti-collision wall
CN113802771A (en) * 2021-08-20 2021-12-17 北京工业大学 Can realize half grout sleeve structure of sleeve reinforcing bar self-centering

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Application publication date: 20181106

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