JP6192972B2 - Calvert - Google Patents

Description

  The present invention relates to a culvert, and relates to a culvert used as an underground structure such as a waterway or a tunnel.

  2. Description of the Related Art Conventionally, there has been proposed a culvert with a wing that includes a culvert body that extends in the axial direction and a wing that is fixed to an axial end of the culvert body (see, for example, Patent Document 1). The culvert described in Patent Document 1 includes a connecting reinforcing bar protruding laterally from the end of a rectangular tube-shaped box culvert that is a culvert body, a connecting reinforcing bar protruding from a wing, and a cast-in-place concrete that integrates them. And the wing is fixed to the box culvert.

JP 2012-188832 A

  However, like the culvert described in Patent Document 1, by connecting the reinforcing bars for projection from the culvert body and the wing, respectively, and by integrating them with the cast-in-place concrete, the wing is fixed to the box culvert, At the construction site, it is necessary to perform on-site work such as assembling the formwork with the wings temporarily fixed, curing after casting the cast-in-place concrete, and removing the formwork. At the same time, there is an inconvenience that construction labor increases.

  Therefore, an object of this invention is to provide the culvert which can aim at shortening of a work period and reduction of construction labor.

In order to achieve the above object, the culvert according to claim 1 is a culvert used as an underground structure such as a water channel or a tunnel, and has at least an upper surface portion and a pair of side portions opposed to each other in the axial direction. A culvert main body extending to the left and right wing bodies fixed to the pair of side surface portions at axial end portions of the culvert main body, and upper portions of the left and right wing bodies continuous to the upper surface portion of the culvert main body. A slab body fixed over the wing body, the wing body extending in an axial direction from an end surface of the side surface portion, and a laterally outward direction intersecting the axial direction from a tip of the extended portion And is fixed to the side surface of the culvert body through a bar material that penetrates the extending portion in the axial direction. Is, the slab body, the culvert and at least has been made precast concrete a flat horizontal surface portion extends substantially horizontally continuous with the upper surface of the body, integrally raised surface portion rising from the tip of the horizontal portion Or a rise made of cast-in-place concrete is formed by anchors provided at the tip of the horizontal plane part, and the slab body has both ends of the horizontal plane part of the left and right wing bodies. It is mounted on the upper end portion, and is fixed to the wing body via an anchor material protruding from the upper end surface of the extension portion of the left and right wing bodies.

  According to the present invention as described above, a wing body made of precast concrete formed in an L shape in plan view is used, and a wing body is attached to the side surface portion of the culvert main body through a bar member penetrating the extension portion in the axial direction. By fixing the wing, it is possible to reduce the labor on the construction site necessary for fixing the wing body to the culvert body. Here, as the bar material, a PC steel bar, a PC steel wire, or the like can be exemplified, and such a bar material is inserted into the wing body and the culvert body, and both ends are fixed by applying appropriate tension. Thus, the wing body can be firmly fixed.

  In addition, a slab body is provided over the upper parts of the left and right wing bodies, and the slab body is quickly fixed by fixing the slab body to the wing body via an anchor member protruding from the upper end surface of the extension part. Can be implemented. With such left and right wing bodies and slab bodies, it is possible to construct a three-sided structure along the upper side and the left and right vertical sides of the end opening of the culvert body, compared to the case of constructing with on-site cast concrete, Significant reduction in construction time and construction period can be realized.

Further, the slab body is made of precast concrete integrally formed with a horizontal surface portion and an upright surface portion, or an in-situ concrete rising is formed at the tip of the horizontal surface portion, so that the upper side of the constructed culvert When soil is backfilled or other structures such as roads are constructed, the backfill soil and other structures can be supported by the slab body.
Further, insertion holes for fixing the anchor material are formed at both left and right ends of the horizontal plane portion of the slab body so as to penetrate the horizontal plane portion vertically, and the anchor material is inserted into the insertion hole. At the same time, it is preferable that the wing body and the slab body are fixed by being filled with a grout material.

  Further, in the culvert of the present invention, the wing body is composed of a plurality of parts divided in the vertical direction, and each wing body is fixed to the side surface portion of the culvert body via at least two bars. Is preferred.

  According to such a configuration, since the wing body is divided in the vertical direction, the wing body can be transported to the construction site after being manufactured in a factory or the like with a size that does not exceed the transport limit. Efficiency can be improved. Also, even at the construction site, the load when lifting the wing body with a crane or the like can be reduced, and construction can be performed without using a large lifting machine, so that the workability can be improved. Furthermore, since the divided individual wing bodies are each fixed to the culvert main body via two or more bar members, the stability of the fixed state can be improved while securing the fixing strength of each wing body. .

  Further, in the culvert of the present invention, of the left and right wing bodies, the flange portion of one wing body is formed to be inclined toward the culvert body side with respect to the direction perpendicular to the axis of the culvert body, and the other wing body. The flange portion may be formed so as to be inclined toward the side away from the culvert body from the direction orthogonal to the axis of the culvert body.

  According to such a configuration, when the road located above the constructed culvert is inclined with respect to the axial direction, or when another waterway or road is inclined and connected to the front surface, it depends on the inclination angle. Further, by providing an appropriate angle in the collar portion of the wing body, it is possible to flexibly cope with the connection form of the culvert outlet.

  Further, in the culvert of the present invention, fixing bars protruding inward in the left-right direction are provided at the lower part of the left and right wing bodies, and a bottom slab portion made of cast-in-place concrete is provided between the left and right wing bodies. The fixing streaks may be fixed to the concrete of the bottom plate portion.

  According to such a configuration, in the case where the bottom plate portion is constructed by cast-in-place concrete, the bottom plate portion, the wing body, and the culvert main body can be integrated by providing the fixing bar at the lower portion of the wing body. . In addition, since the concrete cast on the bottom slab is placed after the wing body is fixed to the culvert body, it is possible to work inside the wing body and improve the construction efficiency with a stable construction environment. Can be made.

  According to the present invention described above, it is possible to reduce the labor required for installation by fixing the precast concrete wing body to the culvert body and fixing the slab body across the left and right wing bodies. At the same time, the structure surrounding the three sides of the end opening of the culvert main body can be quickly constructed, and the construction labor and the construction period can be shortened.

It is a perspective view which shows the road tunnel using the culvert concerning one Embodiment of this invention. It is a side view which shows the said culvert. It is a front view which shows the said culvert. It is a disassembled perspective view which shows the wing body in the said culvert. It is a perspective view which shows the construction procedure of the said culvert. It is a perspective view which shows the construction procedure following the FIG. 5 of the said culvert. It is a perspective view which shows the construction procedure following the FIG. 6 of the said culvert. It is a perspective view which shows the construction procedure following the FIG. 7 of the said culvert. It is a perspective view which shows the construction procedure following the FIG. 8 of the said culvert. It is a perspective view which shows the construction procedure following the said culvert of FIG. It is a perspective view which shows the construction procedure following the FIG. 10 of the said culvert. It is a perspective view which shows the construction procedure following the FIG. 11 of the said culvert. It is a perspective view which shows the construction procedure following the FIG. 12 of the said culvert. It is sectional drawing which shows the modification of the said culvert. It is sectional drawing which shows the other modification of the said culvert. It is a perspective view which shows the modification of the wing body and slab body in the said culvert.

  Hereinafter, a culvert according to an embodiment of the present invention will be described with reference to FIGS. The culvert 1 according to the present embodiment is used for a road tunnel, for example, and constitutes a tunnel T that crosses the upper road R and passes through the lower side of the road R as shown in FIG. It is. The road R is formed on a natural mountain or embankment, and a slope S is formed on the side of the road R. The lower edge of the slope S and the road surface T1 at the tunnel T exit are substantially the same. Located at height. Moreover, the covering soil C which continues with the slope S of the road R is provided in the upper part of the culvert 1, and the appropriate protection method and greening method are given to the surface of the slope S and the covering soil C.

  As shown in FIGS. 2 and 3, the culvert 1 includes a culvert main body 2, left and right wing bodies 3 provided at end portions of the culvert main body 2, and a slab body 4 provided over the left and right wing bodies 3. , And a bottom plate portion 5 provided over the lower portions of the left and right wing bodies 3.

  The culvert body 2 is formed in an overall cylindrical shape extending along the axial direction X of the tunnel T, and the portal culvert 21 that constitutes the upper wall and the left and right side walls of the peripheral wall of the tunnel T, and the road surface T1 of the tunnel T. The bottom plate 22 and the pavement 23 are configured. The portal culvert 21 is formed with an upper surface portion 24 and a pair of side surface portions 25 facing each other, and is precast (divided into predetermined length dimensions (for example, 1 m) along the axial direction X). PCa) It is made of concrete, and the portal culverts 21 are arranged in the axial direction X and connected to each other. The bottom plate 22 is made of cast-in-place concrete provided below the portal culvert 21 and is connected to the portal culvert 21 via fixing bars provided at the lower ends of the pair of side surface portions 25. The pavement 23 is provided on the upper surface of the bottom slab 22 and constitutes a road surface T1 in the tunnel T.

  The left and right wing bodies 3 are fixed to the portal culvert 21 positioned at the end of the culvert body 2 on the tunnel T exit side, and extend in the axial direction X from the end surface of the side surface portion 25 of the portal culvert 21. It is made of precast concrete having an extended portion 31 that protrudes and a flange portion 32 that extends outward in the left-right direction Y from the tip of the extended portion 31 and is formed in an L shape in plan view. Further, the wing body 3 is composed of a plurality (in this embodiment, five) divided along the vertical direction Z, and as shown in FIG. 4, the first wing body 3A, It consists of a two-wing body 3B, a third wing body 3C, a fourth wing body 3D, and a fifth wing body 3E.

  In these 1st-5th wing bodies 3A-3E, the length dimension of the collar part 32 is formed so that it goes upwards, that is, the width | variety of the upper part of the wing body 3 according to the inclination of the slope S. Is formed in a front view trapezoidal shape. Further, the height dimensions of the fourth and fifth wing bodies 3D and 3E are formed smaller than the height dimensions of the first to third wing bodies 3A to 3C, and the length dimension of the collar portion 32 and the embankment are received from the embankment. In accordance with the earth pressure, the stress generated in each wing body 3A to 3E is equalized.

  Further, the wing body 3 is fixed to the culvert body 2 via a PC steel rod 33 as a bar material penetrating the extending portion 31 in the axial direction X. Further, the wing body 3 is fixed to the side surface portion 25 of the gate-type culvert 21 by the connecting hardware 34, and the upper and lower wing bodies 3 </ b> A to 3 </ b> E are connected to each other by the connecting hardware 35. In addition, even if not all the wing bodies 3A-3E are being fixed to the culvert main body 2 by the PC steel rod 33, when the earth pressure received from embankment is small or does not receive earth pressure, each wing body 3A-3E The fixing to the culvert body 2 by the PC steel rod 33 may be omitted in appropriate wing bodies 3A to 3E. In addition, a plurality of fixing bars 36 are provided on the upper surface of the collar portion 32 of the uppermost fifth wing body 3E, and a rising portion 37 made of cast-in-place concrete is formed integrally with the fifth wing body 3E, as will be described later. It has come to be.

  The slab body 4 is continuous with the upper surface portion 24 of the portal culvert 21 in the culvert body 2 and is fixed to the extension portion 31 of the fifth wing body 3E in the left and right wing bodies 3, It is comprised with the member made from the precast concrete formed by having the horizontal surface part 41 extended and the standing surface part 42 which stands | starts up from the front-end | tip of this horizontal surface part 41. The slab body 4 has fixing insertion holes 43 formed at both left and right ends of the horizontal plane portion 41, and the anchor material protruding from the upper end surface of the extension portion 31 of the fifth wing body 3E is formed in these insertion holes 43. 44 is inserted, and a grout material such as a non-shrink mortar is filled in the insertion hole 43 to be fixed to the wing body 3 via the anchor material 44.

  The bottom plate portion 5 is made of cast-in-place concrete across the lower end portions (first wing body 3A) of the left and right wing bodies 3. The bottom plate portion 5 is integrated with the wing body 3 by fixing muscles 51 (see FIG. 11 described later) protruding inward in the left-right direction Y of the first wing body 3A. A pavement 23 is provided on the upper side of the bottom slab 5 so that the road surface T1 in the tunnel T and the road surface on the front side are continuously formed.

  Next, the construction procedure of the culvert 1 will be described with reference to FIGS. First, a plurality of portal culverts 21 are connected in the axial direction X, and the concrete of the bottom plate 22 is cast to form the culvert body 2. At the end of the culvert body 2 on the outlet side, among the left and right wing bodies 3, first, as shown in FIG. 5, the first wing body 3A is transported and installed by a crane or the like, as shown in FIG. The two PC steel bars 33 are passed through the extending part 31, and these PC steel bars 33 are inserted into the side surface part 25 of the portal culvert 21. Furthermore, both ends of the PC steel bar 33 are fixed to the tip side and the side part 25 of the extending part 31 with fixing metal, and tension is introduced into the PC steel bar 33 so that the first wing body 3A is attached to the side part 25. Fix in the pressed state. Further, the connecting hardware 34 is fixed to the hardware receiver provided at each end edge of the extending portion 31 of the first wing body 3A and the side surface portion 25 of the portal culvert 21 with a high-strength bolt, whereby the first wing body 3A. Is fixed to the side surface portion 25.

  Next, as shown in FIG. 7, the second wing body 3B is installed on the first wing body 3A, and two PC steel bars 33 are passed through the extending portion 31, and these PC steel bars 33 is inserted into the side surface portion 25 of the portal culvert 21. Furthermore, both ends of the PC steel bar 33 are fixed to the tip side and the side part 25 of the extending part 31 by a fixing metal, and tension is introduced into the PC steel bar 33 so that the second wing body 3B is attached to the side part 25. Fix in the pressed state. Moreover, while extending the extension part 31 of the 2nd wing body 3B, and the side part 25 of the portal type | mold culvert 21 with the connection metal fitting 34, the extension parts 31 of the 1st wing body 3A and the 2nd wing body 3B, and heel The parts 32 are fixed to each other with the connecting hardware 35.

  Similarly to the second wing body 3B, as shown in FIG. 8, the third wing body 3C is installed on the second wing body 3B, and the side surface of the portal culvert 21 is formed by the PC steel rod 33 and the connecting hardware 34. While fixing to the part 25, it fixes to the 2nd wing body 3B with the connection metal fitting 35. FIG. Further, as shown in FIG. 9, the fourth wing body 3D is installed on the third wing body 3C and fixed to the side surface portion 25 of the portal culvert 21 by the PC steel rod 33 and the connection hardware 34, and the connection hardware 35 is fixed to the third wing body 3C. Subsequently, as shown in FIG. 10, the fifth wing body 3E is installed on the fourth wing body 3D and fixed to the side surface portion 25 of the portal culvert 21 by the PC steel rod 33 and the connecting hardware 34. Then, it is fixed to the fourth wing body 3D by the connecting hardware 35.

  As described above, when the first to fifth wing bodies 3A to 3E are sequentially fixed to the side surface portion 25 of the portal culvert 21 and the installation of the left and right wing bodies 3 is completed, as shown in FIG. 3 (fifth wing body 3E), the slab body 4 is placed on the upper side of the extending portion 31 respectively. At this time, the anchor member 44 protruded from the upper end surface of each extending portion 31 is inserted into the insertion hole 43 of the slab body 4, and the inside of the insertion hole 43 is filled with a grout material such as a non-shrink mortar. 4 is fixed to the wing body 3. Further, a plurality of fixing muscles 51 are fixed to the inner surface of the extending portion 31 in the lower part of the left and right wing bodies 3 (first wing body 3A). The fixing bar 51 is constituted by a deformed bar or the like fixed to the wing body 3 by a chemical anchor, a mechanical anchor, or the like.

  Next, as shown in FIG. 12, the bottom plate portion 5 is formed by placing the cast-in-place concrete between the lower portions of the left and right wing bodies 3 and continuing to the bottom plate 22 of the culvert body 2. Further, a plurality of fixing muscles 36 are fixed to the upper surface of the collar portion 32 in the upper part of the left and right wing bodies 3. Similar to the fixing muscle 51, the fixing muscle 36 is constituted by a deformed reinforcing bar such as a chemical anchor or a mechanical anchor. Next, as shown in FIG. 13, cast-in-place concrete is placed on the upper side of the flange portion 32 to form a rising portion 37, and the rising portion 37 and the rising upper surface portion 42 of the slab body 4 are made continuous. The culvert 1 is constructed as described above, and thereafter, the embankment of the slope S is backfilled around the culvert 1 and the covering soil C is piled on the upper surface portion 24 of the culvert body 2 and the horizontal surface portion 41 of the slab body 4. Construction is complete.

  In the present embodiment, the extending portion 31 and the flange portion 32 of the wing body 3 are not limited to being orthogonal to each other, and extend from the distal end of the extending portion 31 in a direction inclined in the left-right direction Y. May be formed. Specifically, as shown in FIG. 14, in the case of an installation condition in which a road R or a front road is provided inclined by an angle θ1 from the left-right direction (axial orthogonal direction) Y orthogonal to the axial direction X of the culvert body 2. The flange portion 32 is provided so as to be inclined by an angle θ2 from the left-right direction Y so that the tip thereof is positioned according to the inclination angle (angle θ1). That is, the flange portion 32 in the left wing body 3 in FIG. 14 is formed to be inclined toward the culvert body 2 side (lower side in the drawing) with respect to the left-right direction Y, and the flange portion 32 in the right wing body 3 in FIG. Is inclined with respect to the side farther from the culvert body 2 (upper side in the figure) than the left-right direction Y.

  Furthermore, as shown in FIG. 15, in the case of installation conditions where the angle (angle θ1) between the left-right direction (axial orthogonal direction) Y and the road R or the front road is large, the portal culvert 21 is formed into a parallelogram in plan view. The left and right wing bodies 3 fixed to the end portions of the culvert body 2 may be provided by being shifted in the axial direction X, and the flange portion 32 may be provided inclined at an angle θ2 from the left-right direction Y. . That is, a straight line connecting the tips of the extending portions 31 in the left and right wing bodies 3 is inclined from the left and right direction Y by an angle θ3, and the collar portion in the left wing body 3 in FIG. 32 is formed by inclining by an angle θ2 toward the culvert body 2 side (lower side in the figure) with respect to the left-right direction Y, and the flange 32 in the right wing body 3 in FIG. It is formed so as to be inclined by an angle θ2 on the side farther from the culvert body 2 (upper side in the figure) than the left-right direction Y. Moreover, the slab body 4 and the bottom plate part 5 should just be formed in the parallelogram shape in planar view according to the installation position of the left and right wing bodies 3.

  According to the present embodiment, by fixing the wing body 3 made of precast concrete to the side surface portion 25 of the culvert main body 2, it is possible to reduce the labor on the construction site necessary for constructing the wing body 3. Further, by fixing the slab body 4 made of precast concrete over the upper parts of the left and right wing bodies 3, the installation work of the slab body 4 can be performed quickly. The left and right wing bodies 3 and the slab body 4 can construct a three-way structure at the end opening of the culvert body 2, which means a significant reduction in construction work compared to the construction using on-site concrete. And shortening the construction period.

  In addition, since the wing body 3 is divided into a plurality of parts in the vertical direction Z, each wing body 3A to 3E can be transported to the construction site after being manufactured in a factory or the like with a size that does not exceed the transport limit. The conveyance efficiency of 3A-3E can be improved. Moreover, also in a construction site, the load at the time of lifting wing bodies 3A-3E with a crane etc. can be reduced, and since it can construct without using a large sized lifting machine, workability can be improved. Furthermore, since the divided individual wing bodies 3B to 3E are each fixed to the culvert body 2 via two or more PC steel bars 33, the fixed state is secured while securing the fixing strength of the wing bodies 3A to 3E. Stability can be improved.

  In addition, embodiment mentioned above only showed the typical form of this invention, and this invention is not limited to embodiment. That is, various modifications can be made without departing from the scope of the present invention.

  For example, in the above-described embodiment, a road tunnel is exemplified as an application of the culvert 1. However, the present invention is not limited to this, and the culvert of the present invention may be used for a waterway or an appropriate underground such as an underground passage or a subway. It may be used for a structure. Moreover, in the said embodiment, although the culvert main body 2 was comprised by the portal type | mold culvert 21 and the bottom plate 22, it is not restricted to this, A box-type culvert may be connected and the culvert main body may be comprised. Further, the wing body 3 is not limited to the one formed wide upward, but may be formed having the same width dimension in the vertical direction, or formed so as to narrow toward the top. May be. Furthermore, the wing body 3 is not limited to being divided into a plurality of parts in the vertical direction, and may be integrally formed.

  Moreover, in the said embodiment, although the slab body 4 was the product made from the precast concrete in which the horizontal surface part 41 and the standing surface part 42 were integrally formed, as shown in FIG. May be made of precast concrete having a horizontal surface portion 41, and a rise made of cast-in-place concrete may be formed by a fixing bar 45 provided at the tip of the horizontal surface portion 41. The rising may be formed by placing cast-in-place concrete integrally with the rising portion 37 formed on the upper side of the flange portion 32. Moreover, in the said embodiment, although the wing body 3 divided | segmented into the up-down direction was fixed with the connection metal fitting 35, as shown in FIG. 16, the through-hole which penetrates the up-and-down wing body 3 is provided, and this through-hole is provided in this through-hole. The upper and lower wing bodies 3 may be fixed by inserting a PC steel bar 38 and tightening with a fixing metal. Furthermore, the tip of the PC steel bar 38 is projected upward, the tip of the PC steel bar 38 is inserted into the insertion hole 43 of the slab body 4 as the anchor member 44, and the slab body 4 is fixed to the wing body 3. Also good.

DESCRIPTION OF SYMBOLS 1 Calvert 2 Calvert main body 3 Wing body 4,4A Slab body 5 Bottom plate part 24 Upper surface part 25 Side part 31 Extension part 32 Gutter part 33 PC steel bar (bar material)
41 Horizontal plane portion 42 Elevated surface portion 44 Anchor material 51 Anchorage

Claims (5)

A culvert used as an underground structure such as a waterway or tunnel,
A culvert body having at least an upper surface portion and a pair of side surface portions facing each other and extending in the axial direction;
Left and right wing bodies respectively fixed to the pair of side surface portions at axial end portions of the culvert body;
A slab body fixed over the upper part of the left and right wing bodies continuously to the upper surface of the culvert body,
The wing body includes an extension portion extending in an axial direction from an end face of the side surface portion, and a flange portion extending outward in the left-right direction intersecting the axial direction from a tip end of the extension portion. It is made of precast concrete formed in an L shape, and is fixed to a side surface portion of the culvert body through a bar member that penetrates the extending portion in the axial direction.
The slab body is made of precast concrete that extends substantially horizontally continuously with the upper surface portion of the culvert main body and has at least a flat horizontal surface portion,
It is formed integrally with a rising surface portion rising from the tip of the horizontal surface portion, or a rise made of cast-in-place concrete is formed by a fixing bar provided at the tip of the horizontal surface portion,
The slab body has both ends of the horizontal plane portion mounted on the upper end portions of the left and right wing bodies, and the wings via an anchor member protruding from the upper end surfaces of the extension portions of the left and right wing bodies. A culvert that is fixed to the body. Insertion holes for fixing the anchor material are formed in the left and right end portions of the horizontal surface portion of the slab body so as to penetrate the horizontal surface portion vertically, and the anchor material is inserted into the insertion hole and grouted. The culvert according to claim 1, wherein the wing body and the slab body are fixed by being filled with a material.   The said wing body is comprised by the some divided | segmented into the up-down direction, and each wing body is fixed to the side part of the said culvert main body via the said 2 or more bars. 2. The culvert described in 2.   Of the left and right wing bodies, the flange portion of one wing body is formed to be inclined toward the culvert body side with respect to the direction perpendicular to the axis of the culvert body, and the flange portion of the other wing body is the culvert body. The culvert according to any one of claims 1 to 3, wherein the culvert is formed so as to be inclined toward the side away from the culvert body from the direction orthogonal to the axis of the body.   Fixing bars projecting inward in the left-right direction are provided at the lower portions of the left and right wing bodies, and a bottom slab portion made of cast-in-place concrete is provided between the left and right wing bodies. The culvert according to any one of claims 1 to 4, wherein fixing muscles are fixed.

Images