阅读说明：本技术 桥梁伸缩缝排水系统及其安装方法 (Bridge expansion joint drainage system and installation method thereof ) 是由 赵立财 吕忠华 邢立伟 吕家栋 于 2021-07-30 设计创作，主要内容包括：本公开涉及一种桥梁伸缩缝排水系统及其安装方法,桥梁伸缩缝排水系统包括排水管和排水沟,排水管设于桥梁的桥梁本体与桥梁的伸缩缝结构之间,伸缩缝结构设置于桥梁本体内；排水管的一端形成有排水口,排水管设于伸缩缝结构与桥梁本体之间且沿桥梁本体的宽度方向延伸至桥梁本体的两侧边缘,排水管的一端延伸并伸出桥梁本体外,以使排水管通过排水口与桥梁本体的两侧的排水沟连通；排水管靠近伸缩缝结构的一侧侧壁形成有进水孔,以使桥梁本体上的水自伸缩缝结构与桥梁本体之间的间隙经进水孔进入排水管,且进入排水管内的水通过排水口流至排水沟,从而及时有效地排出渗入到伸缩缝结构的层间积水,避免积水使得桥梁出现松散、网裂等病害现象。(The utility model relates to a bridge expansion joint drainage system and an installation method thereof, the bridge expansion joint drainage system comprises a drainage pipe and a drainage ditch, the drainage pipe is arranged between a bridge body of a bridge and an expansion joint structure of the bridge, and the expansion joint structure is arranged in the bridge body; one end of the drain pipe is provided with a water outlet, the drain pipe is arranged between the expansion joint structure and the bridge body and extends to the edges of the two sides of the bridge body along the width direction of the bridge body, and one end of the drain pipe extends out of the bridge body so as to be communicated with the drainage ditches on the two sides of the bridge body through the water outlet; the side wall of one side of the drain pipe, which is close to the expansion joint structure, is provided with a water inlet hole, so that water on the bridge body enters the drain pipe from a gap between the expansion joint structure and the bridge body through the water inlet hole, and the water entering the drain pipe flows to a drainage ditch through a drainage outlet, thereby effectively discharging accumulated water between layers seeping into the expansion joint structure in time, and avoiding the phenomena of diseases such as looseness, net cracks and the like of the bridge caused by the accumulated water.)

1. The bridge expansion joint drainage system is characterized by comprising a drainage pipe (1) and a drainage ditch (4), wherein the drainage pipe (1) is arranged between a bridge body (2) of a bridge and an expansion joint structure (3) of the bridge, and the drainage ditch (4) is arranged at the edge of the bridge body (2);

a drainage outlet (11) is formed at one end of the drainage pipe (1), the drainage pipe (1) is arranged between the expansion joint structure (3) and the bridge body (2) and extends to the edge of the bridge body (2) along the width direction of the bridge body (2), and one end of the drainage pipe (1) extends out of the bridge body (2) so that the drainage pipe (1) is communicated with the drainage ditch (4) through the drainage outlet (11);

the drainage pipe (1) is close to one side lateral wall of expansion joint structure (3) be formed with the inlet opening of the clearance intercommunication between expansion joint structure (3) and the bridge body (2), so that water on the bridge body (2) passes through in proper order drainage pipe (1) with outlet (11) flow to escape canal (4).

2. The bridge expansion joint drainage system according to claim 1, wherein the bridge body (2) comprises a bridge deck pavement layer (21) and an asphalt surface layer (22), the bridge deck pavement layer (21) is arranged at the bottom of the asphalt surface layer (22);

the drain pipe (1) is close to be formed with into the water hole on one side lateral wall of bridge body (2), so that water on the bridge body (2) is in proper order from expansion joint structure (3) with clearance between pitch surface course (22) bridge deck pavement layer (21) and clearance between pitch surface course (22) warp the water hole gets into drain pipe (1).

3. The bridge expansion joint drainage system according to claim 2, wherein the number of the water inlet holes is multiple, and the multiple water inlet holes are arranged at intervals; the aperture range of the water inlet is 0.6cm-0.8 cm; the water inlet holes are arranged at intervals; the aperture range of the water inlet hole is 0.6cm-0.8 cm.

4. The bridge expansion joint drainage system according to claim 2, wherein a first slot (211) is formed on one side of the bridge deck pavement layer (21) close to the drainage pipe (1), a second slot (221) is formed on one side of the asphalt pavement layer (22) close to the drainage pipe (1), and the first slot (211) and the second slot (221) are communicated to form a containing cavity for containing the drainage pipe (1).

5. The bridge expansion joint drainage system according to claim 4, wherein the height of the first slot (211) is identical to the height of the second slot (221) from the height direction of the bridge body (2).

6. The bridge expansion joint drainage system according to any one of claims 1 to 5, wherein the cross section of the drainage pipe (1) is rectangular.

7. The bridge expansion joint drainage system according to any one of claims 1 to 5, wherein the outer peripheral wall of the drainage pipe (1) is coated with an antirust coating.

8. The bridge expansion joint drainage system according to any one of claims 1 to 5, wherein the outer peripheral wall of the drainage pipe (1) is wrapped with a geomembrane (12), a reverse filtering geotextile (13) is further arranged on one side of the drainage pipe (1) close to the bridge body (2), and the geomembrane (12) is wrapped outside the reverse filtering geotextile (13).

9. The bridge expansion joint drainage system according to claim 8, wherein the geomembrane (12) and the reverse filter geotextile (13) are respectively fixed with the bridge body (2) through fasteners.

10. A method of installing a bridge expansion joint drainage system according to any one of claims 1 to 9, comprising the steps of:

positioning the installation position of the drain pipe between the bridge body and the expansion joint structure;

slotting at the installation position to form a containing cavity for containing the drain pipe, and placing the drain pipe in the containing cavity;

and the drain pipe and the expansion joint structure are cast and molded together by adopting concrete.

Technical Field

The disclosure relates to the technical field of bridge expansion joint drainage systems, in particular to a bridge expansion joint drainage system and an installation method thereof.

Background

The water damage is one of the most common and most harmful diseases in highway engineering, and the water damages asphalt pavements mainly comprise net cracks, pits and the like, wherein the problem of water accumulation at the expansion joints of large longitudinal slope bridges in highway construction and overhaul is particularly prominent.

Because there is inside space and impermeability poor between the bridge deck pavement layer of bridge and the pitch surface course, water invades the inside of pitch surface course and leads to the ponding between expansion joint department layer along the longitudinal slope direction gathering in expansion joint department, and ponding makes the bridge deck pavement layer near the expansion joint break away from the pitch surface course, leads to the bonding force of bridge deck pavement layer and pitch surface course to reduce, finally causes the bridge to appear disease phenomena such as loose, net crack to under the condition of the repeated freeze thawing in winter, the water damage will be more serious.

Therefore, a drainage system for the expansion joint of the bridge is needed to be designed, so that the accumulated water between the layers at the expansion joint of the bridge is effectively drained, and the water damage phenomenon of the bridge is prevented.

Disclosure of Invention

In order to solve the technical problems or at least partially solve the technical problems, the present disclosure provides a bridge expansion joint drainage system and an installation method thereof.

On one hand, the drainage system for the bridge expansion joint comprises a drainage pipe and a drainage ditch, wherein the drainage pipe is arranged between a bridge body of a bridge and an expansion joint structure of the bridge, and the drainage ditch is arranged at the edge of the bridge body;

a drainage outlet is formed at one end of the drainage pipe, the drainage pipe is arranged between the expansion joint structure and the bridge body and extends to the edge of the bridge body along the width direction of the bridge body, and one end of the drainage pipe extends and extends out of the bridge body so as to be communicated with the drainage ditch through the drainage outlet;

and a water inlet hole communicated with a gap between the expansion joint structure and the bridge body is formed in the side wall of one side, close to the expansion joint structure, of the drain pipe, so that water on the bridge body sequentially flows to the drainage ditch through the drain pipe and the drainage port.

According to one embodiment of the disclosure, the bridge body comprises a bridge deck pavement layer and an asphalt surface layer, wherein the bridge deck pavement layer is arranged at the bottom of the asphalt surface layer;

the drain pipe is close to be formed with the inlet hole on one side lateral wall of bridge body, so that water on the bridge body is in proper order from expansion joint structure with pitch surface course between the layer clearance the bridge deck pavement layer and the clearance warp between the pitch surface course the inlet hole gets into the drain pipe.

According to one embodiment of the disclosure, the water inlet holes are multiple and are arranged at intervals; the aperture range of the water inlet is 0.6cm-0.8 cm; the water inlet holes are arranged at intervals; the aperture range of the water inlet hole is 0.6cm-0.8 cm.

According to an embodiment of the disclosure, a first slot is formed on one side, close to the drain pipe, of the bridge deck pavement layer, a second slot is formed on one side, close to the drain pipe, of the asphalt surface layer, and the first slot and the second slot are communicated to form a containing cavity for containing the drain pipe.

According to an embodiment of the present disclosure, a height of the first slot is consistent with a height of the second slot from a height direction of the bridge body.

According to an embodiment of the present disclosure, the drain pipe has a rectangular cross-section.

According to an embodiment of the present disclosure, the outer peripheral wall of the drain pipe is coated with an antirust coating.

According to an embodiment of the present disclosure, the periphery wall of the drain pipe is wrapped with a geomembrane, the drain pipe is close to one side of the bridge body is further provided with a reverse filtration geotextile, and the geomembrane is wrapped outside the reverse filtration geotextile.

According to one embodiment of the present disclosure, the geomembrane and the reverse filter geotextile are respectively fixed to the bridge body through fasteners.

In another aspect, the present disclosure provides a method for installing the drainage system for a bridge expansion joint, including the following steps:

positioning the installation position of the drain pipe between the bridge body and the expansion joint structure;

slotting at the installation position to form a containing cavity for containing the drain pipe, and placing the drain pipe in the containing cavity;

and the drain pipe and the expansion joint structure are cast and molded together by adopting concrete.

Compared with the prior art, the technical scheme provided by the embodiment of the disclosure has the following advantages:

the utility model provides a bridge expansion joint drainage system and an installation method thereof, wherein the bridge expansion joint drainage system comprises a drainage pipe and a drainage ditch, the drainage pipe is arranged between a bridge body of a bridge and an expansion joint structure of the bridge, and the expansion joint structure is arranged in the bridge body and extends along the width direction of the bridge body; one end of the drain pipe is provided with a water outlet, the drain pipe is arranged between the expansion joint structure and the bridge body and extends to the edges of the two sides of the bridge body along the width direction of the bridge body, and one end of the drain pipe extends out of the bridge body so as to be communicated with the drainage ditches on the two sides of the bridge body through the water outlet; the drain pipe is close to one side lateral wall of expansion joint structure and is formed with the inlet opening, so that water on the bridge body gets into the drain pipe through the inlet opening from the clearance between expansion joint structure and the bridge body, and the water that gets into in the drain pipe flows to the escape canal through the outlet, thereby in time discharge effectively and permeate the interbedded ponding of expansion joint structure, avoid ponding to make near expansion joint structure's bridge deck pavement layer break away from with the pitch surface course, lead to the bond power reduction of bridge deck pavement layer and pitch surface course, it is loose finally to cause the bridge to appear, disease phenomena such as net crack, influence the life of bridge.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the present disclosure and together with the description, serve to explain the principles of the disclosure.

In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present disclosure, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without inventive exercise.

Fig. 1-2 are schematic structural views of a drainage system for a bridge expansion joint according to an embodiment of the present disclosure;

fig. 3 is a schematic structural view of an expansion joint and a drain pipe of the drainage system for a bridge expansion joint according to the embodiment of the disclosure;

FIG. 4 is an enlarged partial schematic view of FIG. 3 at A;

fig. 5 is a flow chart of an installation method of a drain pipe of a bridge expansion joint drainage system according to an embodiment of the disclosure.

Wherein, 1, a drain pipe; 11. a water outlet; 12. a geomembrane; 13. reversely filtering the geotextile; 14. a water inlet hole; 2. a bridge body; 21. a bridge deck pavement layer; 211. a first slot; 212. planting bars; 22. an asphalt surface layer; 221. a second slot; 222. reinforcing steel bars; 3. an expansion joint structure; 4. a drainage ditch; 41. and (4) crushing the stones.

Detailed Description

In order that the above objects, features and advantages of the present disclosure may be more clearly understood, aspects of the present disclosure will be further described below. It should be noted that the embodiments and features of the embodiments of the present disclosure may be combined with each other without conflict.

In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present disclosure, but the present disclosure may be practiced in other ways than those described herein; it is to be understood that the embodiments disclosed in the specification are only a few embodiments of the present disclosure, and not all embodiments.

As shown in fig. 1 to 4, the present disclosure provides a drainage system for a telescopic joint of a bridge, wherein the drainage system for a telescopic joint of a bridge includes a drainage pipe 1 and a drainage ditch 4, the drainage pipe 1 is disposed between a bridge body 2 of the bridge and an expansion joint structure 3 of the bridge, and the expansion joint structure 3 is disposed in the bridge body 2 and extends along a width direction of the bridge body 2 (i.e., a y direction shown in fig. 1); a drainage port 11 is formed at one end of the drainage pipe 1, the drainage pipe 1 is arranged between the expansion joint structure 3 and the bridge body 2 and extends to the edges of the two sides of the bridge body 2 along the width direction of the bridge body 2, one end of the drainage pipe 1 extends and extends out of the bridge body 2, so that the drainage pipe 1 is communicated with drainage ditches 4 at the two sides of the bridge body 2 through the drainage port 11; one side lateral wall that drain pipe 1 is close to expansion joint structure 3 is formed with the inlet opening, the inlet opening sets up on the left side lateral wall of drain pipe 1 in the drawing as shown in fig. 4 promptly, so that the water on the bridge body 2 gets into drain pipe 1 through the inlet opening from the clearance between expansion joint structure 3 and the bridge body 2, and the water that gets into in drain pipe 1 flows to escape canal 4 through outlet 11, thereby in time discharge effectively and permeate the interlayer ponding of expansion joint structure 3, avoid ponding to make the bridge deck pavement layer 21 and the bituminous surface layer 22 of bridge body 1 near expansion joint structure 3 break away from, lead to the bond power of bridge deck pavement layer 21 and bituminous surface layer 22 to reduce, it is loose finally to cause the bridge to appear, disease phenomenon such as net crack, influence the life of bridge. Furthermore, through the ponding of discharging, reduce the water damage at road operation period expansion joint, also can increase driving comfort and road life.

The drainage ditch 4 is internally provided with gravels 41 to form a gravels blind ditch for filtering water discharged into the drainage ditch 4, so that the filtered water without impurities is discharged to avoid polluting the ecological environment.

Specifically, as shown in fig. 1 to 4, the bridge body 2 includes a bridge deck pavement layer 21 and an asphalt surface layer 22, and since there is a gap between the bridge deck pavement layer 21 and the asphalt surface layer 22, water on the upper surface of the bridge body 2 continuously permeates into the gap between the bridge deck pavement layer 21 and the asphalt surface layer 22 after flowing into the gap between the expansion joint structure 3 and the bridge body 2, so that the bridge deck pavement layer 21 is separated from the asphalt surface layer 22, the adhesion force between the bridge deck pavement layer 21 and the asphalt surface layer 22 is reduced, and finally the bridge is damaged, such as loosening and network cracking. Therefore, in this embodiment, the inlet hole is formed on the side wall of the drain pipe 1 close to the bridge body 2, that is, the inlet hole is formed on the side wall of the drain pipe 1 on the drawing shown in fig. 4, so that the water on the bridge body 2 sequentially flows from the gap between the expansion joint structure 3 and the asphalt surface layer 22, the gap between the bridge deck pavement layer 21 and the asphalt surface layer 22 enters the drain pipe 1 through the inlet hole, and then the accumulated water entering the drain pipe 1 is discharged into the drainage ditch 4 through the drainage outlet 11 for treatment, thereby solving the problems of the accumulated water in the gap between the expansion joint structure 3 and the bridge body 2 (specifically, the asphalt surface layer) and the accumulated water in the gap between the bridge deck pavement layer 21 and the asphalt surface layer 22, avoiding the water damage of the bridge, and ensuring the service life of the bridge.

In addition, a reinforcing steel bar 222 is also arranged in the asphalt surface layer 22 and is connected with the drainage pipe 1; the position in the bridge deck pavement layer 21 corresponding to the reinforcing steel bar 222 is provided with the embedded steel bar 212 for fixing the reinforcing steel bar 222, so as to improve the rigidity of the asphalt surface layer 22 and the bridge deck pavement layer 21.

In the embodiment, the water inlet holes are arranged at intervals, the aperture range of the water inlet holes is 0.6cm-0.8cm, the water inlet holes are arranged at intervals and can be distributed in a quincunx shape, and the distance range between every two adjacent water inlet holes is 8cm-10 cm. In addition, after the water inlet hole is punched on the drain pipe 1, the tilted skin, burrs and the like are cleaned in time, and the work cloth film and the like wrapped on the outer peripheral wall of the drain pipe 1 are prevented from being cut. Similarly, in this embodiment, the number of the water inlet holes is plural, the plural water inlet holes are arranged at intervals, the aperture range of the water inlet holes is 0.6cm-0.8cm, the plural water inlet holes are arranged at intervals and can be arranged in a quincunx shape, and the interval range between two adjacent water inlet holes is 8cm-10 cm. In addition, after the water hole is punched into the drain pipe 1, the warping skin, burrs and the like are cleaned in time, and the work cloth film wrapped on the outer peripheral wall of the drain pipe is prevented from being cut.

In addition, in order to ensure the close connection between the drain pipe 1 and the bridge body 2 and the expansion joint structure 3 and the durability of the drain pipe 1, the drain pipe 1 adopts a Q235 hot galvanizing seamless thick-wall square tube or a stainless steel seamless thick-wall square tube. The specification (section size and wall thickness) of the rectangular pipe is selected according to the thickness of the concrete of the pavement structure layer 21 of the bridge body 2 and the thickness of the asphalt concrete of the asphalt surface layer 22. Specific specifications can be found in the following table.

Paving layer thickness (cm)	Square tube section size (mm)	Wall thickness (mm)
			10cm concrete +10cm asphalt concrete	60×30、60×40	4～5
10cm concrete +7cm asphalt concrete	50×30、50×40	3～4

In addition, the square and rectangular pipes are connected in a welding mode, and carbon dioxide gas shielded welding or argon arc welding and the like are selected according to the material of the square and rectangular pipes and the conditions of a construction site. The conditional local welding can also be supplemented with a heat-shrinkable pipe fitting for supplementary sealing, namely, a rubber welding sleeve is sleeved on a pipeline welding point, and a special cross-linked polyethylene sleeve is sleeved outside the rubber welding sleeve and shrinks under the action of heat, thereby achieving the shrinkage sealing. And cleaning the welded junction in time after welding is finished, and performing anti-corrosion treatment.

As shown in fig. 4, a first open groove 211 is formed on one side of the bridge deck pavement layer 21 close to the drain pipe 1, a second open groove 221 is formed on one side of the asphalt surface layer 22 close to the drain pipe 1, the first open groove 211 and the second open groove 221 are communicated to form a containing cavity for containing the drain pipe 1, specifically, the bottom of the drain pipe 1 should be lower than the top 1cm of the bridge deck pavement layer 21, the top surface 1 of the drain pipe should be lower than the top 1-2cm of the asphalt surface layer 22, when the drain pipe 1 is cut on the water-facing side of the bridge deck pavement layer 21, the ultra-wide cut is 8-10 cm, the cut depth should ensure that the drain pipe 1 is installed, and the cut surfaces of the first open groove 211 and the second open groove 221 must be flat and straight. When the groove is formed, asphalt concrete and loose cement concrete in the first groove 211 and the second groove 221 are chiseled off, the bottom surface should have certain flatness, and cutting is performed if necessary.

As shown in fig. 4, from the height direction of the bridge body 2, i.e. the z direction shown in fig. 4, the height of the first open slot 211 is consistent with the height of the second open slot 221, and the specific height of the first open slot 211 and the specific height of the second open slot 221 are set according to actual requirements.

In order to avoid accumulated water from corroding the drain pipe 1 and affecting drainage of the drain pipe 1, an antirust coating can be coated on the outer peripheral wall of the drain pipe 1, and a common antirust material in the prior art can be selected as a specific antirust coating material, which is not specifically limited in this embodiment.

As shown in fig. 4, the periphery wall of drain pipe 1 wraps up geomembrane 12 to keep apart newly-watered building concrete thick liquid and get into drain pipe 1 and cause the drain pipe to block, and one side that drain pipe 1 is close to bridge body 2 still is provided with anti geotechnological cloth 13 of straining, and geomembrane 12 wraps up outside anti geotechnological cloth 13 of straining, and the anti geotechnological cloth 13 of straining of outsourcing should adopt the thin iron wire ligature firm, and the ligature interval is 1 meter.

In addition, the geomembrane 12 and the anti-filter geotextile 13 are fixed with the concrete of the bridge body 2 through fasteners respectively, and the specific fasteners can be steel nails or anchor rods and the like, so that the geomembrane 12 and the anti-filter geotextile 13 are prevented from displacing relative to the drain pipe 1.

As shown in fig. 5, the present disclosure provides a method for installing the bridge expansion joint drainage system described in the above embodiment, the method comprising the following steps:

s101: the installation position of the drain pipe is positioned between the bridge body and the expansion joint structure, specifically, the installation position of the drain pipe is accurately identified by using a total station before construction, and after rechecking is carried out without errors, the cutting range is popped up by using the ink line. In addition, the position of the drain pipe can be determined, and meanwhile, the installation position of the embedded rib of the expansion joint structure can be determined by the same method, so that the embedded rib can be installed while the drain pipe is installed.

S102: the groove is formed at the mounting position to form a containing cavity for containing the drain pipe, and the mounting drain pipe is placed in the containing cavity. Specifically, the grooving mode can be that a cutting machine is used for grooving, the asphalt concrete pavement of the asphalt surface layer outside the grooving range is covered by plastic cloth and sealed by adhesive tape paper, so that stone powder generated in the grooving process is prevented from polluting the pavement of the asphalt surface layer or blocking a water path. The method comprises the following steps that when the water facing side of a drain pipe is cut, 8cm-10cm of super-wide cutting is carried out, the cutting depth is ensured to be equal to that after the drain pipe is installed, the bottom of the drain pipe is lower than the top of a bridge deck pavement layer by 1cm, the top of the drain pipe is lower than the top of an asphalt surface layer by 1cm-2cm, and the cut surface of a groove is straight and straight. When the groove is opened, the asphalt concrete and loose cement concrete in the groove are chiseled off, the bottom surface also has certain flatness, and the cutting is carried out when necessary. Then, floating dust and impurities are removed by a powerful blower or a high-pressure water gun, and the cut vertical surface of the upstream surface is cleaned by a brush.

And (4) installing a drain pipe after the pre-buried ribs are installed, confirming that the side cutting surface and the bottom surface of the groove are straight and straight again before the drain pipe is installed, and cleaning the cutting surface. When the drain pipe is installed, the drain pipe is tightly attached to the wall surface of the bridge body, namely, gaps between the drain pipe and the cutting surfaces of the asphalt surface layer and the bridge deck pavement layer are reduced as much as possible. The geomembrane of the periphery wall of the drain pipe contacts with the reverse filter geotextile, and the geomembrane is outside. And finally, fixing the geomembrane and the reversed filter geotextile by using steel nails and the like to prevent the geomembrane and the reversed filter geotextile from displacing.

Further, after the drain pipe installation was accomplished, can locate even watering at drain pipe front end 1 meter, the water yield will be moderate for the bridge surface is unlikely to the trickling, waits to continue to sprinkle after water is whole to permeate between bridge deck pavement layer and the pitch surface course, repeats so, makes the moisture between bridge deck pavement layer and the pitch surface course along the longitudinal slope seepage flow to drain pipe department of bridge, and in getting into the drain pipe through anti-geotechnological cloth, discharge along the escape canal. The process takes a long time and is mainly determined by the water permeability of the bridge.

S103: and the drain pipe and the expansion joint structure are cast and molded together by adopting concrete. Before concrete is poured, two ends of the drain pipe are tightly sealed, so that the concrete is prevented from entering and blocking the drain pipe. When pouring concrete, attention should be paid to prevent grout from entering the side surfaces of the drain pipe and the bridge body. The vibrating rod does not touch the drain pipe when pouring the concrete near the drain pipe, and the drain pipe is prevented from generating displacement or changing the transverse gradient. The concrete pouring and vibrating needs to be compact, neither leakage vibration nor excessive vibration can be caused, and the closing surface is leveled in time to avoid cracks.

Furthermore, after concrete is poured, the concrete is covered and maintained in time, and all vehicles are forbidden to pass during maintenance. During later use, attention is paid to protection to prevent artificial damage or blockage. People can be timely arranged to clear up when finding blockage, and the dredging of binding cotton cloth at the end part of a steel bar and the like can be adopted.

The installation method of the embodiment has the characteristics of simple construction, low manufacturing cost, long service life, obvious drainage effect and the like, can effectively prolong the service life of the bridge or the highway, and reduces the later-stage management and maintenance cost.

In addition, the installation method of the embodiment is suitable for removing water accumulated between the expansion joints of newly-built or newly-built expressways, first-level roads and other levels of roads, and is particularly suitable for long longitudinal slope bridges with large span.

It is noted that, in this document, relational terms such as "first" and "second," and the like, may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.

The foregoing are merely exemplary embodiments of the present disclosure, which enable those skilled in the art to understand or practice the present disclosure. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the disclosure. Thus, the present disclosure is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.