JP2006077548A - Road construction method of smooth face form - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To form high accuracy and high quality smooth face with ease inexpensively on the upper face of a bottom slab when constructing an extended floor slab by using of an existing concrete structure (bottom slab) and by preventing concrete in the joint section between the floor slab at the bridge section side and the floor slab of the earth work side from cracking to shorten the length of the extended floor slab. <P>SOLUTION: Injection holes 25 are pierced from the upper face of an extension floor slab 16 to the under face in advance and a water repellent peelable member 44 is coated on the under face of the extension floor slab 16 and a grouting material 27 is injected in the clearance between the upper face of the floor slab 22 and the under face of the extension floor slab 16 to form a flat smooth sliding face on the face of the bottom slab, and further, in the joint part of the floor slab end of the bridge side and the extension floor slab, a joint part formed of flexible structural reinforced concrete is provided. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a road construction method by forming a smooth surface, and more particularly to a road construction method by forming a smooth surface that uses an existing concrete structure to construct an extended floor slab.

As a road construction method by forming a smooth surface, the roadbed on the earthwork department side is shaped and a concrete bottom slab (main floor slab) is placed, and a part of the bottom slab is received by the abutment, and the bridge side is placed on the bottom slab. A construction method is known in which an extended floor slab made of precast concrete extending from the end of the earthwork to the earthworking part side is arranged, and an integrated pavement is constructed on the extended floor slab and the bridge (see, for example, Patent Document 1). .
JP 2004-084280 A

  Since the invention described in Patent Document 1 has less shock when the vehicle passes than the finger-type expansion joint, the generation of noise can be suppressed, and the structure can be simple and inexpensive.

  In the extended floor slab, the bridge girder repeatedly expands and contracts due to temperature changes on the bridge side, so the bottom slab surface is required to have a high-precision and high-quality finished surface. For this reason, both extended floor slabs and bottom slabs are precast products. However, precast products are expensive due to high material and production costs, and require a relatively long time for laying and replacement work.

  In the case of improvement work for existing bridges, existing concrete structures (bottom plates) may be used. In that case, it is necessary to form a sliding surface on the upper surface of the existing bottom plate. For example, a pedestal is made with a mortar for height adjustment on the existing bottom plate, and it is slid with a Teflon (registered trademark) processed plate or a stainless steel plate. Form a surface. However, problems remain in ensuring the accuracy of the cradle and maintaining sustainability as a sliding function. In addition, the material and production costs are high when the sliding surface is formed, and a relatively long time is required for the laying work.

  On the other hand, when the vehicle passes through the bridge portion, the bridge girder is deflected, and a force to jump up to the end portion of the bridge floor slab, so-called kick-up occurs. For this reason, cracks are likely to occur in the concrete at the connecting portion of the floor slab on the bridge part side and the floor slab on the earthwork part side. When cracks occur in the concrete at the connecting portion, rust is easily generated in the reinforcing bars disposed inside, and the concrete strength is lowered, which is dangerous. For this reason, it is necessary to extend the length of the extended floor slab to a weight balance position where kick up does not occur, which causes a cost increase.

  Furthermore, when the earthwork section side sinks, a lift-up operation is required, but at that time, it is necessary to lift up to the bottom plate. Then, after the lift-up operation is completed, the grout material is injected into the gap between the bottom slab and the embankment, but there is a problem that the filling state cannot be confirmed because the grout injection hole exists only at the end portion on the embankment side. In particular, it is difficult to inject grout into the back of the abutment where subsidence and cavities are likely to occur.

  Therefore, when constructing an extended floor slab using an existing concrete structure (bottom slab), a high-precision and high-quality sliding surface is easily and inexpensively formed on the top surface of the bottom slab, and the bridge-side floor The technical problem to be solved in order to reduce the length of the extended floor slab by preventing the cracking of the concrete at the joint between the slab and the floor slab on the earthwork department side arises, and the present invention solves this problem. The purpose is to do.

  The present invention has been proposed in order to achieve the above object, and the invention according to claim 1 is characterized in that a part of the bottom plate arranged on the road surface on the earthwork part side is received by the abutment, and on the bottom plate. A road construction method in which a precast extension floor slab extending from the end of the bridge side to the earthwork part side is arranged, and a pavement integrated with the extension floor slab and the bridge is constructed, and the extension is performed in advance. An injection hole is provided through the floor slab from the upper surface to the lower surface, and a water repellent / peelable member is coated on the lower surface of the extended slab, from the injection hole of the extended slab disposed on the bottom slab. A road construction method by forming a smooth surface is provided, wherein a grout material is injected into a gap between the upper surface of the bottom plate and the lower surface of the extended floor plate to form a smooth sliding surface on the upper surface of the bottom plate.

  According to this configuration, the grout material injected from the injection hole of the extended floor slab is filled in the gap between the extended floor slab and the bottom slab, but the lower surface of the extended floor slab is coated with a water repellent / peelable member. Therefore, the grout material adheres only to the upper surface of the bottom plate and does not adhere to the lower surface of the extended floor slab. Since the extended floor slab is made of precast, its lower surface is finished very smoothly. Therefore, the grout material hardens the lower surface of the extended floor slab instead of the formwork, and the surface of the grout material becomes a smooth surface with very low frictional resistance.

  The invention according to claim 2 is made of a precast made by receiving a part of the bottom plate arranged on the road surface on the earthwork part side on the abutment and extending from the end on the bridge side to the earthwork part side on the bottom plate. A road construction method in which an extended floor slab is arranged and a pavement integrated with the extended floor slab and a bridge is constructed, and a flexible structure is provided at a connecting portion between the bridge slab end and the extended floor slab. There is provided a road construction method by forming a smooth surface configured to provide a connecting portion made of reinforced concrete and absorb the kick-up at the end of the slab on the bridge portion side.

  According to this configuration, when a so-called kick-up is about to occur at the end of the bridge deck due to the deflection of the bridge girder as the vehicle passes through the bridge portion, the connection portion made of flexible reinforced concrete is provided. Since it is provided, the kick-up is dispersed by the connecting portion.

  According to a third aspect of the present invention, the extension floor slab is provided with a height adjusting bracket, and the road is constructed by forming a smooth surface with the height adjusting bracket formed so that the height and inclination of the extension floor slab can be adjusted. Provide construction methods.

  According to this configuration, the height and inclination of the extended floor slab can be arbitrarily adjusted by adjusting the height adjusting bracket provided on the extended floor slab.

  According to a fourth aspect of the present invention, in the gap between the upper surface of the bottom slab and the lower surface of the extended floor slab, a grout material-filled portion is surrounded by an elastic waterstop, and an air vent pipe is provided in the elastic waterstop. Provide a road construction method near the abutment.

  According to this configuration, the grout material injected from the injection hole of the extended floor slab is filled in the gap between the extended floor slab and the bottom slab. At this time, the air in the gap is removed from the air provided in the elastic waterstop. It is discharged out of the pipe. The grout material is dammed up by the elastic waterstop and does not leak outside the area surrounded by the elastic waterstop.

  In the first aspect of the invention, the injection hole is provided in advance from the upper surface to the lower surface of the extended floor slab, and the lower surface of the extended floor slab is coated with a water-repellent / peelable member. The grout material injected from the injection hole adheres only to the upper surface of the bottom plate and does not adhere to the lower surface of the extended floor slab. Therefore, the grout material hardens the lower surface of the extended floor slab instead of the formwork, and the surface of the grout material becomes a smooth surface with very low frictional resistance. Thus, it is possible to construct an extended floor slab using an existing bridge bottom slab or cast-in-place concrete bottom slab without using an expensive precast bottom slab, and material and production costs are reduced. This can contribute to cost reduction and shorten the construction period.

  In addition, problems such as finishing accuracy when the sliding surface is formed on the existing bottom plate and sustaining the sliding function can be easily solved. In addition, when the earthwork side sinks, it is only necessary to lift up the extended floor slab, and by injecting grout material from the injection hole, it becomes easy to work on a place where the sinking of the abutment and generation of cavities are likely to occur. It is possible to inject the grout material more reliably.

  In the invention according to claim 2, since the connecting portion made of flexible reinforced concrete is provided at the connecting portion between the end portion of the floor slab on the bridge side and the extended floor slab, so-called kick-up occurs at the end portion of the bridge floor slab. When trying to do so, the kick-up is dispersed, and cracks in the concrete at the joints can be prevented.

  In the invention according to claim 3, since the extension floor slab is provided with a height adjusting bracket, in addition to the effect of the invention according to claim 1 or 2, the bottom slab of an existing bridge or the bottom slab made of cast-in-place concrete is provided. When an extended floor slab is constructed using the above, the height adjustment metal fitting can be adjusted to adjust the height and inclination of the extended floor slab so that it can be constructed in an optimum state.

  In the invention according to claim 4, since the grout material filling portion is surrounded by an elastic waterstop in the gap between the upper surface of the bottom slab and the lower surface of the extended floor slab, and an air vent pipe is provided in the elastic waterstop. When the grout material is injected from the injection hole of the extended floor slab, the air in the gap is discharged to the outside. Therefore, in addition to the effect of the first aspect of the invention, the grout material can be injected very smoothly. The injected grout material does not leak outside from the range surrounded by the elastic waterstop, and the grout material can be reliably filled into the gap.

  Hereinafter, the road construction method by the smooth surface formation according to the present invention will be described with reference to preferred embodiments. When building an extended floor slab using the bottom slab of an existing bridge or cast-in-place concrete surface, the purpose of forming a high-precision, high-quality sliding surface easily and inexpensively on the upper surface of the concrete structure in advance The bottom plate is formed by penetrating the injection hole from the upper surface to the lower surface of the plate and coating the bottom surface of the extended floor slab with a water-repellent / peelable member. It was realized by injecting a grout material into the gap between the upper surface of the slab and the lower surface of the extended floor slab to form a smooth sliding surface on the upper surface of the bottom slab.

  FIG. 1 shows a longitudinal side surface of a road near an abutment portion. A bridge girder 11 forming a bridge portion 10 is placed on an abutment 13 via a support 12 and is connected to an end portion of a bridge floor slab 14 via a connection portion 15. The precast extended floor slab 16 is arranged. This connection part 15 is flexible structure reinforced concrete, for example, makes the diameter of a reinforcing bar comparatively small, and reduces the amount of reinforcing bars. Or it is set as the menase hinge 15a which crossed the reinforcing bar in multiple places. In any of the above reinforcing bar configurations, short fibers 15b such as carbon fiber, acrylic fiber, or vinylon are further disposed in the concrete, most of which is constituted by precast concrete 15c, and on the bridge portion 10 side. The protruding portion of the menase hinge 15a is connected to the bridge deck 14 by casting cast-in-place concrete 15d.

  In general, when the vehicle passes through the bridge portion 10, the bridge girder 11 is bent, and a force to jump up to the end portion of the bridge floor slab 14, a so-called kick-up occurs. For this reason, cracks are likely to occur in the concrete of the connecting portion 15. However, as described above, the connecting portion 15 made of flexible reinforced concrete is provided at the connecting portion between the floor slab on the bridge portion side and the floor slab on the earthwork portion side. Since the up is dispersed, it is possible to prevent cracking of the concrete in the connecting portion 15 and to shorten the length of the extended floor slab. Thus, by comprising the said connection part 15 with flexible reinforced concrete, a kick-up is absorbed and the length of an extended floor slab can be shortened.

  The earthwork section 20 arranges a bottom slab 22 that is a concrete structure on a compacted embankment 21, and extends one end of the bottom slab 22 to the upper surface of the abutment 13 with an anchor bolt 24 via a buffer rubber 23. Fix it. The bottom plate 22 may be an existing bottom plate in the case of improvement work of an existing bridge, and may be a bottom plate made of cast-in-place concrete instead of a precast bottom plate even in the case of a new bridge. The bottom plate 22 may be referred to as a stepping plate.

  The extended floor slab 16 is disposed on the bottom slab 22, and the extended floor slab 16 is provided with injection holes 25 and height adjusting fittings 26 in places from the upper surface to the lower surface. . The height adjusting bracket 26 can adjust the height and inclination of the extended floor slab with respect to the bottom slab 22. Then, a grout material 27 is injected into the gap between the lower surface of the extended floor slab 16 and the upper surface of the bottom slab 22 through the injection hole 25 in the procedure described later.

  The tip of the extended floor slab 16 on the earthwork side 20 is connected to an auxiliary floor slab 29 by an expansion joint 28. Further, the auxiliary floor slab 29 is connected to the cast-in-place construction section 31 through a connection section 30 such as a cotter joint. Then, the pavement surface 32 is continuously constructed from the bridge portion 10 to the earthwork portion 20 except for the expansion joint 28.

  Here, in the gap between the lower surface of the extended floor slab 16 and the upper surface of the bottom slab 22, an elastic waterstop 40 is provided to enclose the filled portion of the grout material 27. 2 is a longitudinal side view of the elastic water stop zone, FIG. 3 is a front view of the elastic water stop zone, FIG. 4 is a vertical side view of the air vent pipe, and the elastic water stop zone 40 is formed on the lower surface of the extended floor slab 16. Arranged so as to close the upper surface of the bottom plate 22, air vent pipes 41 are provided at portions of the elastic water stop zone 40. This air vent pipe 41 uses a steel pipe and is filled with a superabsorbent polymer 42, and filters 43 are attached to the front and rear of the superabsorbent polymer 42.

  On the other hand, an impregnated water repellent / peelable member 44 is coated on the lower surface of the extended floor slab 16 in advance. The water repellent / peelable member 44 is coated on the lower surface of the extended floor slab 16 by an arbitrary construction method such as applying a liquid material or attaching a film-like material. Then, after coating the bottom surface of the extended floor slab 16 with a water repellent / peelable member 44, an elastic waterstop 40 is disposed on the bottom slab 22 to surround the portion filled with the grout material 27, The extended floor slab 16 is placed.

  Thus, after the extended floor slab 16 in which the water repellent / peelable member 44 is coated on the bottom slab 22 is arranged by adjusting the height with the height adjusting bracket 26, the extended floor slab 16 is injected from the injection hole 25 of the extended floor slab 16. Grout material 27 is injected. The grout material 27 is filled in the gap between the lower surface of the extended floor slab 16 and the upper surface of the bottom slab 22, and at this time, the air in the gap is discharged to the outside from the air vent pipe 41 provided in the elastic waterstop zone 40. The grout material 27 is dammed by the elastic water stop zone 40 and does not leak outside the range surrounded by the elastic water stop zone 40.

  Accordingly, the gap between the extended floor slab 16 and the bottom slab 22 is filled with the grout material 27 with high density. As described above, since the water repellent member 44 is coated on the lower surface of the extended floor slab 16, the grout material 27 adheres only to the upper surface of the bottom plate 22 and does not adhere to the lower surface of the extended floor slab 16. Since the extended floor slab 16 is made of precast, the lower surface thereof is finished very smoothly. Accordingly, the grout material 27 hardens the lower surface of the extended floor slab 16 instead of the formwork, and the surface of the grout material 27 after curing becomes a very smooth sliding surface with little frictional resistance.

  Thus, on the road near the abutment as shown in FIG. 1, the grout material 27 is integrally fixed on the existing or cast-in-place concrete bottom slab 22, and the upper surface of the grout material 27 is an extended floor. It is formed on a smooth sliding surface with little frictional resistance without adhering to the plate 16. Therefore, when the bridge girder 11 is expanded and contracted by the temperature change of the bridge portion 10 and the extended floor slab 16 is pushed and pulled, the extended floor slab 16 can move very smoothly with respect to the bottom slab 22, and the temperature change of the bridge portion 10. The expansion joint 28 can smoothly absorb the shrinkage caused by the above.

  Thus, the present invention can be variously modified without departing from the spirit of the present invention, and the present invention naturally extends to the modified ones.

The longitudinal section side view of the road near the bridge part concerning the present invention. The longitudinal section side view of the elastic waterstop which concerns on this invention. FIG. 3 is an AA arrow view of FIG. 2. The longitudinal cross-sectional view of the air vent pipe which concerns on this invention.

Explanation of symbols

DESCRIPTION OF SYMBOLS 10 Bridge part 11 Bridge girder 13 Abutment 15 Connection part 16 Extension floor slab 20 Earthwork part 22 Bottom slab 25 Injection hole 26 Height adjustment metal fitting 27 Grout material 40 Elastic water stop band 41 Air vent pipe 44 Water repellent / peelable member

Claims (4)

A part of the bottom slab arranged on the road surface on the earthwork part side is received by the abutment, and an extended floor slab made of precast extending from the end on the bridge side to the earthwork part side is arranged on the bottom slab, A road construction method in which an integrated pavement is constructed on an extended floor slab and a bridge,
An injection hole is provided in advance from the upper surface to the lower surface of the extended floor slab, and a water repellent / peelable member is coated on the lower surface of the extended floor slab. A road construction method by the formation of a smooth surface, characterized in that a grout material is injected into a gap between the upper surface of the bottom slab and the lower surface of the extended floor slab from an injection hole to form a smooth sliding surface on the upper surface of the bottom slab. A part of the bottom slab arranged on the road surface on the earthwork part side is received by the abutment, and an extended floor slab made of precast extending from the end on the bridge side to the earthwork part side is arranged on the bottom slab, A road construction method in which an integrated pavement is constructed on an extended floor slab and a bridge,
A connecting portion made of flexible reinforced concrete is provided at the connecting portion between the bridge-side floor slab end and the extended floor slab, and the kick-up at the bridge-side floor slab end is absorbed by the connecting portion. A road construction method by forming a smooth surface, characterized in that The road construction method by forming a smooth surface according to claim 1 or 2, wherein the extension floor slab is provided with a height adjustment bracket, and the height adjustment bracket allows the height and inclination of the extension floor slab to be adjusted. . The sliding according to claim 1 or 3, wherein a grout filling portion is surrounded by an elastic waterstop in a gap between the upper surface of the bottom plate and the lower surface of the extended floor slab, and an air vent pipe is provided in the elastic waterstop. Road construction method by surface formation.

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