CN208280000U - Attachment device for bridges and culverts and roadbed - Google Patents

Attachment device for bridges and culverts and roadbed Download PDF

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Publication number
CN208280000U
CN208280000U CN201820799457.7U CN201820799457U CN208280000U CN 208280000 U CN208280000 U CN 208280000U CN 201820799457 U CN201820799457 U CN 201820799457U CN 208280000 U CN208280000 U CN 208280000U
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packing layer
parallel
layer
faces
heptalateral
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CN201820799457.7U
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汪静
龙坦平
昝文博
宋志强
李宗耀
叶治军
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China Gezhouba Dam Group Highway Operation Co Ltd
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China Gezhouba Dam Group Highway Operation Co Ltd
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Abstract

The utility model discloses a kind of attachment devices for bridges and culverts and roadbed, belong to road and bridge joint section processing technology field, including groove body, transverse joint plate, the first packing layer, the second packing layer, third packing layer and pitch film layer, the groove body is provided with first side, second side, third side, the 4th side and ducted body;The transverse joint plate is provided with the 5th side and the 6th side;First packing layer is provided with heptalateral face and the 8th side;Second packing layer is provided with the 9th side and the tenth side;The third packing layer is provided with the tenth one side and the tenth two side faces;The pitch film layer is provided with the 13rd side and the 14th side.The utility model, which has reached, to be avoided extending the technical effect of highway maintenance maintenance cycle the problems such as crack, breakage, pit slot, faulting of slab ends occur for bridges and culverts both ends and roadbed junction.

Description

Attachment device for bridges and culverts and roadbed
Technical field
The utility model belongs to road and bridge joint section processing technology field, in particular to a kind of connection for bridges and culverts and roadbed Device.
Background technique
Bridges and culverts is the general designation of bridge and culvert, and bridges and culverts is generally erected on rivers lake, is that traffic etc. can smoothly pass through Structures.Bridges and culverts be mainly be to meet other traffic to need and what is set up makes current more convenient and fast building.Bridges and culverts structure pair It improves highway operation grade, improvement highway alignment index, ditch both ends traffic accessible by road etc. and all plays good guaranteeing role.
In the processing technique of existing bridges and culverts both ends and roadbed junction, mainly in the junction of bridges and culverts and roadbed, Huan Tian base or underlayment, grouting and consolidation on foundation are arranged arch bar transition and improve drainage system.But since bridges and culverts beam slab exists Temperature change, concrete drying shrinkage, creep and the factors such as load effect under flex effect can occur, lead to junction in this way The problems such as recurrent crack, breakage, pit slot, faulting of slab ends, so that the period of highway maintenance maintenance shortens.
In conclusion in the prior art, there is bridges and culverts both ends and roadbed junction easily occur crack, breakage, pit slot, The problems such as faulting of slab ends, the period shorter technical problem of highway maintenance maintenance.
Utility model content
Technical problem to be solved in the utility model be bridges and culverts both ends and roadbed junction easily occur crack, breakage, The period of the problems such as pit slot, faulting of slab ends, highway maintenance maintenance are shorter.
In order to solve the above technical problems, the utility model provides a kind of attachment device for bridges and culverts and roadbed, it is described Device includes groove body, and the groove body is provided with first side, second side, third side, the 4th side and ducted body, institute It states first side to connect with the bridges and culverts, the second side is connected with the roadbed, and the ducted body is located at described first Between side and the second side, the ducted body is between the third side and the 4th side;Transverse joint plate, institute It states transverse joint plate and is provided with the 5th side and the 6th side, the transverse joint plate is fixed by the 5th side and the third side Connection;First packing layer, first packing layer are provided with heptalateral face and the 8th side, and first packing layer passes through described Heptalateral face is fixedly connected with the 6th side;Second packing layer, second packing layer are provided with the 9th side and the tenth Side, second packing layer are fixedly connected by the 9th side with the 8th side;Third packing layer, the third Packing layer is provided with the tenth one side and the tenth two side faces, and the third packing layer passes through the tenth one side and the described tenth Side is fixedly connected;Pitch film layer, the pitch film layer are provided with the 13rd side and the 14th side, and the pitch film layer is logical The 13rd side is crossed to be fixedly connected with the tenth two side faces.
Further, the 5th side is between the third side and the 6th side, and the 5th side Face and the third side are parallel, and the 5th side and the 6th side are parallel;6th side is located at described Between 5th side and heptalateral face, and the 6th side and the 5th side are parallel, the 5th side and Heptalateral face is parallel;Heptalateral face is between the 6th side and the 8th side, and the described 7th Side and the 6th side are parallel, and heptalateral face and the 8th side are parallel;8th side is located at institute It states between heptalateral face and the 9th side, and the 8th side and heptalateral face are parallel, the 8th side It is parallel with the 9th side;9th side is between the 8th side and the tenth side, and described Nine sides and the 8th side are parallel, and the 9th side and the tenth side are parallel;Tenth side is located at Between 9th side and the tenth one side, and the tenth side and the 9th side are parallel, and the described tenth Side and the tenth one side are parallel;Tenth one side be located at the tenth side and the tenth two side faces it Between, and the tenth one side and the tenth side are parallel, the tenth one side and the tenth two side faces are parallel; Tenth two side faces are between the tenth one side and the 13rd side, and the tenth two side faces and described Ten one sides are parallel, and the tenth two side faces and the 13rd side are parallel;13rd side is located at described the Between ten two side faces and the 14th side, and the 13rd side and the tenth two side faces are parallel, and the described tenth Three sides and the 14th side are parallel.
Further, the groove body is in cuboid, and the area of the 5th side and the area of the third side are big It is small equal;Wherein, the 5th side is pasted on the third side, and heptalateral face is pasted onto the 6th side On, the 9th side is pasted on the 8th side, and the tenth one side is pasted on the tenth side, and described 13 sides are pasted on the tenth two side faces.
Further, the transverse joint plate is polyurethane foam board.
Further, the making material of first packing layer is continuous close-graded building stones and rubber asphalt.
Further, first packing layer is suspension compact structure.
Further, the making material of second packing layer is gap grading metaling and rubber asphalt.
Further, second packing layer is framework dense structure.
Further, the making material of the third packing layer is single particle size building stones and rubber asphalt.
Further, the third packing layer is stress absorbing layer;The pitch film layer is asphalt membrane.
The utility model has the advantages that
The utility model provides a kind of attachment device for bridges and culverts and roadbed, recessed by being arranged between roadbed and bridges and culverts Groove body, then transverse joint plate, the first packing layer, the second packing layer and third packing layer are successively filled in the ducted body of groove body, and And make transverse joint plate, the first packing layer, the second packing layer and third packing layer from the third side of groove body to the 4th side It is successively put on direction.Meanwhile 13 sides of pitch film layer being fixedly connected with ten two side faces of third packing layer.Then lead to The high resiliency of the first packing layer is crossed, to adapt to the differential settlement of bridges and culverts Yu roadbed both ends;By larger possessed by the second packing layer Bearing capacity and deformation are small, come so that depression will not occur for notch position under the wheel effect of rolling;Pass through third packing layer institute Crack reflection structure sheaf is formed, can effectively contain the reflection in crack;The downward infiltration of rainwater is prevented by pitch film layer again. It avoids extending highway the problems such as crack, breakage, pit slot, faulting of slab ends occur for bridges and culverts both ends and roadbed junction and supporting to reach Protect the technical effect of maintenance cycle.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Needed in attached drawing be briefly described, it should be apparent that, the accompanying drawings in the following description is only the utility model Some embodiments for those of ordinary skill in the art without creative efforts, can also be according to this A little attached drawings obtain other attached drawings.
Fig. 1 is a kind of overall structure signal of attachment device for bridges and culverts and roadbed provided by the embodiment of the utility model Figure;
Wherein, 100-groove body, 110-first sides, 120-second sides, 130-third sides, 140-the four Side, 150-ducted bodies;
200-transverse joint plates, the 210-the five side, the 220-the six side;
300-the first packing layer, the 310-the heptalateral face, the 320-the eight side;
400-the second packing layer, the 410-the nine side, the 420-the ten side;
500-third packing layers, the 510-the ten one side, the 520-the ten two side faces;
600-pitch film layers;
700-bridges and culverts, 710-roadbeds.
Specific embodiment
The utility model discloses the utility model to provide a kind of attachment device for bridges and culverts 700 and roadbed 710, passes through Groove body 100 is set between roadbed 710 and bridges and culverts 700, then by transverse joint plate 200, the first packing layer 300, the second packing layer 400 It is successively filled in the ducted body 150 of groove body 100 with third packing layer 500, and makes transverse joint plate 200, the first packing layer 300, on the direction of the second packing layer 400 and third packing layer 500 from the third side 130 of groove body 100 to the 4th side 140 Successively put.Meanwhile 13 sides of pitch film layer 600 being fixedly connected with ten two side faces of third packing layer 500.Then lead to The high resiliency of the first packing layer 300 is crossed, to adapt to the differential settlement of bridges and culverts 700 Yu 710 both ends of roadbed;Pass through the second packing layer 400 Possessed larger bearing capacity and deformation are small, come so that depression will not occur for notch position under the wheel effect of rolling;Pass through The formed crack reflection structure sheaf of third packing layer 500, can effectively contain the reflection in crack;Again by pitch film layer 600 come Prevent the downward infiltration of rainwater.To reach avoid that crack, breakage, hole occurs at 700 both ends of bridges and culverts and 710 junction of roadbed The problems such as slot, faulting of slab ends, extends the technical effect of highway maintenance maintenance cycle.
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art's every other embodiment obtained, all belongs to In the range of the utility model protection;Wherein "and/or" keyword involved in this implementation, indicate and or two kinds of situations, change Sentence is talked about, and A mentioned by the utility model embodiment and/or B illustrate two kinds of A and B, A or B situations, describe A and B and deposited Three kinds of states, such as A and/or B, indicate: only including A does not include B;Only including B does not include A;Including A and B.
Meanwhile in the utility model embodiment, when component is referred to as " being fixed on " another component, it can be directly another On one component or there may also be components placed in the middle.When a component is considered as " connection " another component, it be can be It is directly connected to another component or may be simultaneously present component placed in the middle.When a component be considered as " being set to " another Component, it, which can be, is set up directly on another component or may be simultaneously present component placed in the middle.The utility model embodiment Used in term "vertical", "horizontal", "left" and "right" and similar statement be merely for purposes of illustration, not It is intended to limit the utility model.
Referring to Figure 1, Fig. 1 is that a kind of connection for bridges and culverts 700 and roadbed 710 provided by the embodiment of the utility model fills The overall structure diagram set.The utility model embodiment provides a kind of attachment device for bridges and culverts 700 and roadbed 710, institute To state for the attachment device of bridges and culverts 700 and roadbed 710 include groove body 100, transverse joint plate 200, the first packing layer 300, second is filled out The bed of material 400, third packing layer 500 and pitch film layer 600.Now respectively to groove body 100, transverse joint plate 200, the first packing layer 300, Second packing layer 400, third packing layer 500 and pitch film layer 600 are described in detail:
For groove body 100:
Groove body 100 is provided with first side 110, second side 120, third side 130, the 4th side 140 and hollow Body 150, the first side 110 and the bridges and culverts 700 connect, and the second side 120 and the roadbed 710 connect, and For the ducted body 150 between the first side 110 and the second side 120, the ducted body 150 is located at described the Between three sides 130 and the 4th side 140;Wherein, the groove body 100 is rendered as cuboid.
Continuing with referring to Fig. 1, bridges and culverts 700 can refer to the beam slab end positioned at small 700 both ends of across footpath bridges and culverts of highway;Road Base 710 can refer to the hazard to bridge's pier end with the roadbed 710 of 700 both ends junction of bridges and culverts.Third side 130 can refer to groove The bottom of body 100, the 4th side 140 can refer to the top of groove body 100, and first side 110 can refer to 100 He of groove body An adjacent side of bridges and culverts 700, second side 120 can refer to groove body 100 and the adjacent side of roadbed 710.It can With by cutting notch between bridges and culverts 700 and roadbed 710, to form groove body 100.Have receiving following in groove body 100 The space of transverse joint plate 200, the first packing layer 300, the second packing layer 400, third packing layer 500 and pitch film layer 600, to incite somebody to action Transverse joint plate 200, the first packing layer 300, the second packing layer 400, third packing layer 500 and pitch film layer 600 are towards the 4th side The inside of the ducted body 150 of groove body 100 is successively filled on the direction in face 140.Insert the first packing layer in groove body 100 300, the second packing layer 400, third packing layer 500 can be divided on the direction towards the 4th side 140 lower layer, in Layer, upper layer.
It, can be according to 700 their location temperature change of bridges and culverts, concrete shrinkage and creep and lotus meanwhile in cutting notch Stroke requirement under load effect, to determine the size of notch, groove width, depth, length generally can be with lateral direction penetrating.It determines It after the positions and dimensions of good notch, draws lines on the position of cutting, is cut then along drawn line, retention groove mouth line It is parallel to each other, then guarantees the beauty of seam.In addition, during cleaning drying, heating and softening notch, if notch is cut After, then it needs to clear up the sundries in groove.And with hot-air seasoning, cut two sides loosening part, by notch Two sides asphalt surface course is heated with heated air circulation device, soften pitch;At this time it should be noted that controlling the temperature of baking, in order to avoid drip Green aging.In construction, direct grooving, pouring can be taken to be laid in seam crossing, formed with front and back bridge floor or paving Non-individual body, bridge floor needs are smooth seamless, can make driving more steady, comfortable, noiseless, with small vibration in this way, and be convenient for Usual maintenance, cleaning, snow removing etc..
For transverse joint plate 200:
Transverse joint plate 200 is provided with the 5th side 210 and the 6th side 220, by the way that the 5th side 210 is pasted onto institute It states on third side 130, allows the transverse joint plate 200 fixed by the 5th side 210 and the third side 130 Connection;5th side 210 is between the third side 130 and the 6th side 220, and the 5th side 210 and the third side 130 it is parallel, the 5th side 210 and the 6th side 220 are parallel;5th side The area in face 210 and the size of the third side 130 are equal;6th side 220 is located at the 5th side 210 Between heptalateral face 310, and the 6th side 220 and the 5th side 210 are parallel, the 5th side 210 and heptalateral face 310 it is parallel.The transverse joint plate 200 can be polyurethane foam board.
Continuing with referring to Fig. 1, transverse joint plate 200 can refer to that polyurethane foam board, hard polyurethane foam are with isocyanic acid Ester and polyethers pass through special equipment under the action of a variety of auxiliary agents such as foaming agent, catalyst, fire retardant as main raw material Mix, using high pressure painting foam-in-place, made of high molecular polymer.
By the way that polyurethane foam board is clogged seam bottom, this ensure that graded broken stone and rubber-asphalt mixture It will not be fallen from sealing.It can cohesive energy distribution with uniform force, in rubber-asphalt mixture on seam body two sides and bottom surface It is more uniform.And since the fireproof flame-retardant effect of polyurethane foam board is good, heat-resisting ability is strong, it can be ensured that it was constructed It will not be damaged in journey, and can be with rubber-asphalt mixture dilatation.
For the first packing layer 300:
First packing layer 300 is provided with heptalateral face 310 and the 8th side 320, can be by by heptalateral face 310 It is pasted on the 6th side 220, so that first packing layer 300 passes through heptalateral face 310 and the 6th side Face 220 is fixedly connected.
Heptalateral face 310 is between the 6th side 220 and the 8th side 320, and the described 7th Side 310 and the 6th side 220 are parallel, and heptalateral face 310 and the 8th side 320 are parallel;Described Eight sides 320 are between heptalateral face 310 and the 9th side 410, and the 8th side 320 and described Heptalateral face 310 is parallel, and the 8th side 320 and the 9th side 410 are parallel;The system of first packing layer 300 It is continuous close-graded building stones and rubber asphalt as material.Wherein, first packing layer 300 is suspension compact structure.
Continuing with referring to Fig. 1, the first packing layer 300 can refer to rubber-asphalt mixture lower layer, and the first packing layer 300 can To be located at the top of transverse joint plate 200.Rubber-asphalt mixture lower layer can be by using continuous close-graded building stones and rubber drip Suspension compact structure composed by blueness.In suspension compact structure, metaling can be suspended in rubber asphalt, since rubber drips Good high resiliency possessed by blueness is suitable for the differential settlement of bridges and culverts 700 Yu 710 both ends of roadbed, can to deform adjustment capability By force.Suspension compact structure can refer in continuous close-graded asphalt, since the quantity of fine aggregate is more, coarse aggregate Squeezed by fine aggregate, therefore, coarse aggregate be with suspended state between fine aggregate.This structure can make asphalt Compactness is higher, but the technical effect that stability is poor.Antiaging agent, microdilatancy can also be added in rubber-asphalt mixture The additives such as agent, to improve its durability and guarantee the close of seam.
For the second packing layer 400:
Second packing layer 400 is provided with the 9th side 410 and the tenth side 420, by by the 9th side 410 It is pasted on the 8th side 320, so that second packing layer 400 passes through the 9th side 410 and the 8th side Face 320 is fixedly connected.
9th side 410 is between the 8th side 320 and the tenth side 420, and the described 9th Side 410 and the 8th side 320 are parallel, and the 9th side 410 and the tenth side 420 are parallel;Described Ten sides 420 are between the 9th side 410 and the tenth one side 510, and the tenth side 420 and described 9th side 410 is parallel, and the tenth side 420 and the tenth one side 510 are parallel;Second packing layer 400 Making material be gap grading metaling and rubber asphalt.Wherein, second packing layer 400 can be framework compact knot Structure.
Continuing with referring to Fig. 1, the second packing layer 400 can refer to middle layer.Middle layer uses gap grading metaling and rubber Pitch forms framework dense structure, and framework dense structure has the characteristics that large carrying capacity and deforms small, can guarantee in wheel It rolls under effect, depression will not occur for the position of notch.Framework dense structure can refer to the pitch mixing in GAP-graded HMA In material, organic assembling is formed by by two kinds of structure types of following skeleton gap structures and above-mentioned suspension compact structure.Skeleton The existing a certain number of coarse aggregates of compact structure form skeleton structure, and have enough fine aggregates to be filled into the sky between coarse aggregate In gap, therefore, the compactness of the asphalt of framework dense structure, strength and stability are all relatively good.Since rubber drips It is green that there is preferable adhesiveness, deformability and height temperature stability with metaling, so in the case where being higher than melting temperature, With good mobility, higher flash-point, processing technology is simple, the good technical effect of workability.
For third packing layer 500:
Third packing layer 500 is provided with the tenth one side 510 and the tenth two side faces 520, by by the tenth one side 510 are pasted on the tenth side 420, so that the third packing layer 500 passes through the tenth one side 510 and described the Ten sides 420 are fixedly connected.
Tenth one side 510 is between the tenth side 420 and the tenth two side faces 520, and the described tenth One side 510 and the tenth side 420 are parallel, and the tenth one side 510 and the tenth two side faces 520 are parallel. Tenth two side faces 520 are between the tenth one side 510 and the 13rd side, and the tenth two side faces 520 and the tenth one side 510 it is parallel, the tenth two side faces 520 are parallel with the 13rd side;The third The making material of packing layer 500 is single particle size building stones and rubber asphalt.Wherein, the third packing layer 500 is stress absorption Layer.
Continuing with referring to Fig. 1, third packing layer 500 can refer to upper layer, upper layer be by using single particle size building stones and Rubber asphalt embedded squeezing is formed by rubber asphalt stress absorbing layer, since the rubber asphalt of high dosage and the rubble of single particle size are strong Power bonding, is capable of forming crack reflection structure sheaf, can effectively contain the reflection in crack.Stress absorbing layer can refer to pass through by The building stones of single particle size are uniformly completely layered on rubber asphalt layer, are rolled with pneumatic-tired rollers to carry out embedded squeezing, building stones interlocking shape Structural support will be constituted after, at this moment the road surface of formed crushed stone sealing mode is stress absorbing layer.
For pitch film layer 600:
Pitch film layer 600 is provided with the 13rd side and the 14th side, by the way that the 13rd side is pasted onto institute It states on the tenth two side faces 520, so that the pitch film layer 600 is solid by the 13rd side and the tenth two side faces 520 Fixed connection.13rd side is between the tenth two side faces 520 and the 14th side, and the described 13rd Side and the tenth two side faces 520 are parallel, and the 13rd side and the 14th side are parallel.The asphalt membrane Layer 600 is asphalt membrane.
Continuing with referring to Fig. 1, pitch film layer 600 can refer to thin-layer bituminous film.Thin-layer bituminous film can be in third filler It is formed on tenth two side faces 520 of layer 500, after forming thin-layer bituminous film on road surface, the downward of rainwater can be prevented Infiltration, then can road pavement overall structure play a very good protection.
It should be noted that one kind can be provided to implement the utility model embodiment by the process of following regulation structure Attachment device for bridges and culverts 700 and roadbed 710.
First step cuts notch.According to 700 their location temperature change of bridges and culverts, concrete shrinkage and creep and load Stroke under effect requires to determine that notch size, including groove width, depth, length generally laterally penetrate through.Determine notch Positions and dimensions after, draw lines on position to be cut, then along wire cutting, retention groove mouth line is parallel, to guarantee seam Beauty.
Second step, cleaning drying heat and soften notch.After notch is cut, groove sundries is cleared up, and dried with hot wind Do, cut the part of two sides loosening;Notch two sides asphalt surface course is heated with heated air circulation device, is softened it, pays attention to control The temperature of baking, in order to avoid ageing of asphalt.
Third step installs transverse joint plate 200.Transverse joint plate 200 clogs seam bottom using polyurethane foam board, guarantees seam Place is completely embedded, it is ensured that graded broken stone and rubber-asphalt mixture will not be fallen from sealing.
Four steps pours rubber-asphalt mixture lower layer and deforms adjustment layer.It will meet after cleaning, drying, screening first The graded broken stone of corresponding requirements is heated to 190-200 DEG C, guarantees its crush values no more than 25%, flat-elongated particles content is less than 15%.Then it is heated to 160-165 DEG C after adding age resister and micro-expanding agent in rubber asphalt, by the continuous level of confidentiality of heating It is mixed and stirred with metaling and rubber asphalt molten mass, the rubber asphalt of flowing has filled up the gap between metaling, and will be loose Metaling be bonded together.In mixture, rubber asphalt is continuous entirety, and metaling is then embedded in continuous entirety In, the gap between metaling is filled by lastics substantially, so that voidage is very low, can make up suspension compact structure profile Material.It should be compacted in time with plate device after the completion of last making.Due to rubber-asphalt mixture have at room temperature it is good Elasticity is had in time so rolling, to prevent from causing compactness deficiency to form early damage since temperature declines.
5th step, can be by repeating above four step the step of, to carry out the carrying of elastoplasticity seam body media layer damage The construction of layer and upper layer stress absorbing layer, until upper layer construction terminates.Under, in, upper three-decker collectively constitutes elastoplasticity and connects Stitch body.Last open to traffic.It can open to traffic after pavement temperature drops to 40 DEG C or less.
The utility model provides a kind of attachment device for bridges and culverts 700 and roadbed 710, by roadbed 710 and bridges and culverts Groove body 100 is set between 700, then by transverse joint plate 200, the first packing layer 300, the second packing layer 400 and third packing layer 500 It successively fills in the ducted body 150 of groove body 100, and makes transverse joint plate 200, the first packing layer 300, the second packing layer 400 It is successively put on direction of the third packing layer 500 from the third side 130 of groove body 100 to the 4th side 140.Meanwhile it will 13 sides of pitch film layer 600 are fixedly connected with ten two side faces of third packing layer 500.Then pass through the first packing layer 300 High resiliency, to adapt to the differential settlement of bridges and culverts 700 Yu 710 both ends of roadbed;Pass through larger carrying possessed by the second packing layer 400 Ability and deformation are small, come so that depression will not occur for notch position under the wheel effect of rolling;Pass through 500 shapes of third packing layer At crack reflection structure sheaf, it can effectively contain the reflection in crack;The downward infiltration of rainwater is prevented by pitch film layer 600 again Thoroughly.It avoids extending the problems such as crack, breakage, pit slot, faulting of slab ends occur for 700 both ends of bridges and culverts and 710 junction of roadbed to reach The technical effect of highway maintenance maintenance cycle.
It should be noted last that the above specific embodiment is only to illustrate the technical solution of the utility model rather than limits System, although the utility model is described in detail referring to example, those skilled in the art should understand that, it can be right The technical solution of the utility model is modified or replaced equivalently, without departing from the spirit and model of technical solutions of the utility model It encloses, should all cover in the scope of the claims of the utility model.

Claims (10)

1. a kind of attachment device for bridges and culverts and roadbed, which is characterized in that described device includes:
Groove body, the groove body are provided with first side, second side, third side, the 4th side and ducted body, and described One side is connected with the bridges and culverts, and the second side is connected with the roadbed, and the ducted body is located at the first side Between the second side, the ducted body is between the third side and the 4th side;
Transverse joint plate, the transverse joint plate are provided with the 5th side and the 6th side, and the transverse joint plate passes through the 5th side and institute Third side is stated to be fixedly connected;
First packing layer, first packing layer are provided with heptalateral face and the 8th side, and first packing layer passes through described Heptalateral face is fixedly connected with the 6th side;
Second packing layer, second packing layer are provided with the 9th side and the tenth side, and second packing layer passes through described 9th side is fixedly connected with the 8th side;
Third packing layer, the third packing layer are provided with the tenth one side and the tenth two side faces, and the third packing layer passes through Tenth one side is fixedly connected with the tenth side;
Pitch film layer, the pitch film layer are provided with the 13rd side and the 14th side, and the pitch film layer passes through described the 13 sides are fixedly connected with the tenth two side faces.
2. device as described in claim 1, it is characterised in that:
5th side is between the third side and the 6th side, and the 5th side and the third side Face is parallel, and the 5th side and the 6th side are parallel;
6th side is between the 5th side and heptalateral face, and the 6th side and the 5th side Face is parallel, and the 5th side and heptalateral face are parallel;
Heptalateral face is between the 6th side and the 8th side, and heptalateral face and the 6th side Face is parallel, and heptalateral face and the 8th side are parallel;
8th side is between heptalateral face and the 9th side, and the 8th side and the heptalateral Face is parallel, and the 8th side and the 9th side are parallel;
9th side is between the 8th side and the tenth side, and the 9th side and the 8th side Face is parallel, and the 9th side and the tenth side are parallel;
Tenth side is between the 9th side and the tenth one side, and the tenth side and the described 9th Side is parallel, and the tenth side and the tenth one side are parallel;
Tenth one side is between the tenth side and the tenth two side faces, and the tenth one side and described Tenth side is parallel, and the tenth one side and the tenth two side faces are parallel;
Tenth two side faces are between the tenth one side and the 13rd side, and the tenth two side faces and institute It is parallel to state the tenth one side, the tenth two side faces and the 13rd side are parallel;
13rd side is between the tenth two side faces and the 14th side, and the 13rd side and institute It is parallel to state the tenth two side faces, the 13rd side and the 14th side are parallel.
3. device as claimed in claim 2, it is characterised in that:
The groove body is in cuboid, and the area of the 5th side and the size of the third side are equal;
Wherein, the 5th side is pasted on the third side, and heptalateral face is pasted on the 6th side, institute The 9th side to be stated to be pasted on the 8th side, the tenth one side is pasted on the tenth side, and the described 13rd Side is pasted on the tenth two side faces.
4. device as claimed in claim 3, it is characterised in that:
The transverse joint plate is polyurethane foam board.
5. device as claimed in claim 4, it is characterised in that:
The making material of first packing layer is continuous close-graded building stones and rubber asphalt.
6. device as claimed in claim 5, it is characterised in that:
First packing layer is suspension compact structure.
7. device as claimed in claim 6, it is characterised in that:
The making material of second packing layer is gap grading metaling and rubber asphalt.
8. device as claimed in claim 7, it is characterised in that:
Second packing layer is framework dense structure.
9. device as claimed in claim 8, it is characterised in that:
The making material of the third packing layer is single particle size building stones and rubber asphalt.
10. device as claimed in claim 9, it is characterised in that:
The third packing layer is stress absorbing layer;
The pitch film layer is asphalt membrane.
CN201820799457.7U 2018-05-25 2018-05-25 Attachment device for bridges and culverts and roadbed Active CN208280000U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111705640A (en) * 2020-06-05 2020-09-25 常州市市政工程设计研究院有限公司 Seamless expansion joint structure for bridge joint treatment and construction process thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111705640A (en) * 2020-06-05 2020-09-25 常州市市政工程设计研究院有限公司 Seamless expansion joint structure for bridge joint treatment and construction process thereof
CN111705640B (en) * 2020-06-05 2021-10-29 常州市市政工程设计研究院有限公司 Seamless expansion joint structure for bridge joint treatment and construction process thereof

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