CN218756969U - Novel combined telescopic device structure - Google Patents
Novel combined telescopic device structure Download PDFInfo
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- CN218756969U CN218756969U CN202222803099.1U CN202222803099U CN218756969U CN 218756969 U CN218756969 U CN 218756969U CN 202222803099 U CN202222803099 U CN 202222803099U CN 218756969 U CN218756969 U CN 218756969U
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Abstract
The utility model relates to a novel combination formula telescoping device structure, including the pontic that a pair of end is relative, the pontic comprises girder, the bridge deck slab layer of laying at girder top, the bridge deck pavement layer of laying at bridge deck slab layer top, its characterized in that: the top of the end of the main beam is provided with a comb-tooth steel plate which is used for crossing the seam and is fixed at the end part, the top of the comb-tooth steel plate is provided with a concave-convex UHPC plate which is used for connecting a bridge deck layer, and the surface layer of the comb-tooth steel plate is a modified asphalt gravel layer or an SMA-13 asphalt mastic pavement layer. Effectively promoted the rigidity of bridge floor continuity department, improved connection structure's whole vertical rigidity and intensity, made its and the vertical rigidity matching of bridge floor, can show to alleviate diseases such as reserve tank gnawing edge, elastoplast fracture that lead to because of there being great deformation difference when the wheel rolls the expansion joint. The device can better adapt to the complex space stress state of the bridge deck and meet the normal use requirement of the continuous structure of the bridge deck.
Description
Technical Field
The utility model relates to a novel combined type telescopic device structure.
Background
In the traditional gap bridge, a bridge expansion joint is a weak position in the design of a bridge structure, and becomes one of the difficult problems of bridge construction and maintenance. The expansion joint directly bears the effects of vehicle load, environment and the like, and is easy to cause diseases and even lose efficacy. When the expansion joint is damaged, the expansion joint is often cracked, damaged and gnawed along with a concrete pavement connected with the expansion joint, and the phenomena of uneven settlement, pavement top expansion and the like occur on the pavement of the expansion joint in succession after a long time, so that the service quality of the bridge is greatly reduced, and the safety and the durability of the bridge structure are influenced.
The fragile problem of bridge expansion joint is solved in the tradition, mainly realizes through improving the expansion joint structure or canceling the expansion joint. However, the improvement of the expansion joint structure can only reduce the replacement period and the destruction degree of the expansion joint, and the problems of the maintenance and the replacement of the expansion joint cannot be fundamentally solved. Therefore, the elimination of the bridge piers, particularly the expansion joint structures at the bridge abutments, and the seamless and continuous reconstruction of the whole, semi-whole or extended bridge deck of the structure are important measures for improving the service function of the existing bridge, improving the durability and reducing the maintenance.
SUMMERY OF THE UTILITY MODEL
In view of the deficiencies of the prior art, the technical problem to be solved by the present invention is to provide a novel combined telescopic device structure.
In order to solve the technical problem, the technical scheme of the utility model is that: the utility model provides a novel combination formula telescoping device structure, includes the pontic that a pair of end is relative, the pontic comprises girder, the bridge deck pavement layer of laying in the girder top, laying in the bridge deck pavement layer at bridge deck layer top, its characterized in that: the top of the end of the main beam is provided with a comb-tooth steel plate which is used for crossing the seam and is fixed at the end part, the top of the comb-tooth steel plate is provided with a concave-convex UHPC plate which is used for connecting a bridge deck layer, and the surface layer of the comb-tooth steel plate is a modified asphalt gravel layer or an SMA-13 asphalt mastic pavement layer.
Preferably, the comb-tooth type steel plate is fixed with the end of the main beam through an expansion bolt, an elastic packing layer is filled in a tooth gap of the comb-tooth type steel plate, and the two sides of the comb-tooth type steel plate and the surplus part of the beam end are dug to be leveled through an epoxy mortar leveling layer.
Preferably, a waterproof layer is arranged below the movable gap between the comb teeth of the comb-tooth steel plate.
Preferably, two sides of the inter-tooth slot of the comb-tooth steel plate are unequal in length.
Preferably, the UHPC plate is divided into a middle prefabricated plate and two side post-cast block areas, the two side post-cast block areas are in left-right mirror symmetry, the post-cast block areas are provided with steel reinforcement cages which are connected with the bridge deck layer, the middle prefabricated plate and the main beam in a binding mode, double layers of symmetrical chord waveform steel reinforcements and transverse straight reinforcements are arranged in the middle prefabricated plate, and the middle prefabricated plate is divided into a deformation area with grooves for weakening interface treatment and a complete bearing area without special treatment.
Preferably, the surface of the double-layer symmetrical chord wave-shaped reinforcing steel bar forms an active area by coating epoxy and a daub material and UHPC fine aggregate.
Preferably, the groove division position is divided into a deep groove and a shallow groove, the grooves are filled with filling materials, the deep groove is filled with bonding materials of asphalt mastic, the shallow groove is filled with polyurethane filling elastic filling materials, the filling materials are completely filled, and the final top surface of the filling materials is flush with the bearing area of the middle prefabricated slab.
Preferably, the modified asphalt gravel layer or the SMA-13 asphalt mastic pavement layer is connected with and flush with the upper surface of the original bridge deck pavement layer.
Compared with the prior art, the utility model discloses following beneficial effect has:
(1) the rigidity of the continuous part of the bridge deck is effectively improved, the integral vertical rigidity and the strength of the connecting structure are improved, the connecting structure is matched with the vertical rigidity of the bridge deck, and the defects that the reserved groove gnaws edges, the elastic plastic body cracks and the like caused by large deformation difference when the wheel rolls over the expansion joint can be obviously reduced. The device can better adapt to the complex space stress state of the bridge deck and meet the normal use requirement of the continuous structure of the bridge deck.
(2) And has good deformation performance. The bridge has good deformation capability along the bridge direction so as to adapt to the expansion deformation of the beam body caused by contraction, creep and temperature change, has certain rigidity so as to effectively resist the horizontal displacement of the upper structure of the bridge under the action of braking force, can reduce the deviation of the bridge pier, and is favorable for the stress of the bridge pier.
(3) And has convenient construction performance. This bridge floor connection structure form is simple, does not have complicated steel bar connection structure, and the UHPC connecting plate is also prefabricated shaping, and is applicable to new bridge construction, has cancelled loaded down with trivial details chiseling the flow of installation expansion joint, and installation outfit process is finished at one stroke. Effectively prevents disturbance of vehicles from coming and going from damaging the UHPC solidification process, and can carry out construction without completely closing traffic during local reinforcement.
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Drawings
Fig. 1 is a schematic structural elevation view of the present invention;
FIG. 2 is a schematic view of the arrangement of the double-layer symmetrical chord wave-shaped reinforcing steel bars of the present invention;
fig. 3 is a schematic view of the comb-tooth type steel plate of the present invention.
In the figure: 1-common asphalt pavement layer; 2-modified asphalt gravel layer or SMA-13 asphalt mastic paving layer; 3-polyurethane filling elastic filler layer; 4-asphalt mastic; 5-double-layer symmetrical chord waveform reinforcing steel bars; 6-post-pouring block areas; 7-middle prefabricated slab; 8-rubber non-adhesive layer; 9-comb-tooth steel plate; 10-epoxy mortar leveling layer; 11-a bridge deck layer; 12-main beam.
Detailed Description
The present invention will be further explained with reference to the drawings and the embodiments.
It should be noted that the following detailed description is exemplary and is intended to provide further explanation of the disclosure. Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs.
It is noted that the terminology used herein is for the purpose of describing particular embodiments only and is not intended to be limiting of example embodiments according to the present application. As used herein, the singular forms "a", "an" and "the" are intended to include the plural forms as well, and it should be understood that when the terms "comprises" and/or "comprising" are used in this specification, they specify the presence of stated features, steps, operations, devices, components, and/or combinations thereof, unless the context clearly indicates otherwise.
As shown in fig. 1 to 3, the present embodiment provides a novel combined type telescopic device structure, which includes a pair of pontics with opposite ends, where the pontics are composed of a main beam, a bridge deck layer laid on the top of the main beam, and a bridge deck pavement layer laid on the top of the bridge deck layer, and are characterized in that: the top of the end of the main beam is provided with a simple comb-tooth steel plate which is used for crossing the seam and is fixed at the end part, the top of the comb-tooth steel plate is provided with a concave-convex UHPC plate which is used for connecting a bridge deck layer, and the surface layer of the comb-tooth steel plate is a modified asphalt gravel layer or an SMA-13 asphalt mastic pavement layer. The structure can not only realize the seamless bridge deck, but also effectively shorten the construction period and has small influence on traffic.
In the embodiment of the utility model, in order to realize the fixation between the fixed steel plate and the girder, the comb-tooth type steel plate is fixed with the end of the girder through the expansion bolt, so that the steel plate and the girder are integrated; two pontics because factors such as temperature, external force can take place local deformation or flexible, consequently the tooth seam intussuseption of comb-tooth formula steel sheet is filled with the elastic packing layer, the processing of making level is carried out through the epoxy mortar screed-coat to comb-tooth formula steel sheet both sides and beam-ends excavation unnecessary part.
The embodiment of the utility model provides an in, the below of clearance between the broach of broach formula steel sheet is provided with the waterproof layer, the waterproof layer adopts rubber pad or epoxy mortar.
In the embodiment of the present invention, the two sides of the inter-tooth seam of the comb-tooth steel plate are not equal in length, and the side of the inter-tooth seam is shorter and the other side is longer.
In the embodiment of the utility model, UHPC board divide into middle part prefabricated plate and both sides post-cast block district, and the both sides post-cast block district is left and right mirror symmetry, the post-cast block district is provided with steel reinforcement cage and bridge deck, middle part prefabricated plate, girder three reinforcing bar binding connection, set up double-deck symmetrical string waveform reinforcing bar and horizontal straight muscle in the prefabricated plate of middle part, the prefabricated plate of middle part divides the deformation zone that open groove weakens interface treatment and the complete bearing area that does not have special treatment.
In the embodiment of the present invention, the bottom of the middle prefabricated plate of the UHPC board is sawn to eliminate irregular cracks caused by the difference of thermal expansion coefficient.
In the embodiment of the utility model, the double-deck symmetrical chord wave form reinforcing bar surface forms the active area through scribbling between materials such as epoxy, clay and UHPC fine aggregate.
In the embodiment of the present invention, the division groove is divided into two types, i.e., a deep groove and a shallow groove, and the filling material is filled in the deep groove, the bonding material such as asphalt mastic is filled in the deep groove, the polyurethane filling elastic filler is arranged in the shallow groove, the filling material is filled completely, and the final top surface of the filling material is flush with the bearing area of the middle prefabricated slab.
In the embodiment of the utility model, modified asphalt gravel layer or SMA-13 pitch mastic layer of mating formation link up and the parallel and level with the upper surface on former bridge deck pavement layer, bridge deck pavement layer is ordinary pitch layer of mating formation.
A construction method of a novel combined telescopic device structure comprises the following steps:
(1) Prefabricating a middle prefabricated plate and a comb-tooth type steel plate of the UHPC in a factory according to the drawing size and the on-site requirement, and performing anticorrosion and antirust treatment;
(2) Before the main beam is erected, the construction process is normally carried out according to the conventional steps, and after the main beam is placed, gap filling materials such as foam sponge and the like are added;
(3) Placing comb-tooth type steel plates at corresponding positions between the main beams, driving expansion bolts into reserved holes of the comb-tooth type steel plates, filling the expansion bolts with epoxy mortar, pouring a proper amount of flexible elastic or asphalt filler between tooth gaps of the comb-tooth type steel plates, filling and leveling the fixed edge comb-tooth gaps with the epoxy mortar, and finally laying a rubber non-adhesive layer on the fixed edge comb-tooth gaps;
(4) Placing a middle prefabricated plate of the UHPC at a corresponding position, and then binding a bridge deck plate and a reinforcement cage in a transverse bridge backward casting block area and binding wet joint reinforcements along the bridge direction;
(5) After-pouring work is started, pouring work of the post-pouring block areas on the two sides and pouring work of the transverse wet joint UHPC blocks are carried out, mold prepressing is carried out while pouring, the pouring is the same as the middle prefabricated plate to enable the prefabricated plate to be concave-convex, then pouring of the post-pouring block areas on the two sides and pouring of the bridge deck slab layer are carried out, and normal maintenance and forming are carried out;
(6) And finally, paving a bridge deck pavement layer, paving the expansion device by adopting modified asphalt macadam or SMA-13 asphalt mastic, paving the rest bridge deck surface layer by using common asphalt, compacting and flattening, and curing for 3 to 5 hours to open traffic.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention. However, any simple modification, equivalent change and modification made to the above embodiments according to the technical essence of the present invention still belong to the protection scope of the technical solution of the present invention.
Claims (8)
1. A novel combined telescopic device structure is characterized in that: including a pair of end relative pontic, the pontic comprises the girder, lays in the bridge deck slab layer at girder top, lays in the bridge deck slab layer at bridge deck slab layer top and forms its characterized in that: the top of the end of the main beam is provided with a comb-tooth steel plate which is used for crossing the seam and is fixed at the end part, the top of the comb-tooth steel plate is provided with a concave-convex UHPC plate which is used for connecting a bridge deck layer, and the surface layer of the comb-tooth steel plate is a modified asphalt gravel layer or an SMA-13 asphalt mastic pavement layer.
2. The novel modular telescoping device configuration of claim 1, wherein: the comb-tooth type steel plate is fixed with the end of the main beam through an expansion bolt, an elastic packing layer is filled in a tooth gap of the comb-tooth type steel plate, and the two sides of the comb-tooth type steel plate and the surplus part of the beam end are dug to be leveled through an epoxy mortar leveling layer.
3. The novel modular telescoping device configuration of claim 1, wherein: and a waterproof layer is arranged below a movable gap between the comb teeth of the comb-tooth steel plate.
4. The novel modular telescoping device configuration of claim 1, wherein: the two sides of the inter-tooth slit of the comb-tooth steel plate are unequal.
5. The novel modular telescoping device configuration of claim 1, wherein: the UHPC plate is divided into a middle prefabricated plate and two side post-pouring block areas, the two side post-pouring block areas are in left-right mirror symmetry, the post-pouring block areas are provided with steel reinforcement cages which are connected with the bridge deck, the middle prefabricated plate and the main beam in a binding mode, double layers of symmetrical chord wave-shaped steel reinforcements and transverse straight reinforcements are arranged in the middle prefabricated plate, and the middle prefabricated plate is divided into a deformation area with grooves for weakening interface treatment and a complete bearing area without special treatment.
6. The novel modular telescoping device configuration of claim 5, wherein: the surface of the double-layer symmetrical chord wave-shaped reinforcing steel bar forms an active area by coating epoxy, a daub material and UHPC fine aggregate.
7. The novel modular telescoping device configuration of claim 5, wherein: the split groove is divided into a deep groove and a shallow groove, the deep groove is filled with bonding materials of asphalt mastic, the shallow groove is filled with polyurethane filling elastic fillers, the fillers are completely filled, and the final top surface of the shallow groove is flush with the bearing area of the middle prefabricated slab.
8. The novel modular telescoping device configuration of claim 1, wherein: the modified asphalt gravel layer or the SMA-13 asphalt mastic paving layer is connected with and level to the upper surface of the original bridge deck paving layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222803099.1U CN218756969U (en) | 2022-10-25 | 2022-10-25 | Novel combined telescopic device structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222803099.1U CN218756969U (en) | 2022-10-25 | 2022-10-25 | Novel combined telescopic device structure |
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| Publication Number | Publication Date |
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| CN218756969U true CN218756969U (en) | 2023-03-28 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202222803099.1U Active CN218756969U (en) | 2022-10-25 | 2022-10-25 | Novel combined telescopic device structure |
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| CN (1) | CN218756969U (en) |
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2022
- 2022-10-25 CN CN202222803099.1U patent/CN218756969U/en active Active
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