JP5316116B2 - Floor slab bridge and its construction method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a floor slab bridge which dispenses with a concrete filling operation or a welding operation on a job site, and a method for constructing the floor slab bridge. <P>SOLUTION: A plurality of rectangular steel tubes 4 which are elongated in the direction of a bridge axis and have openings 9 formed at a lateral surface are arranged in parallel in a direction perpendicular to the bridge axis; bearing members 2 are arranged inside lateral surfaces of the rectangular steel tubes 4 in such a manner as to overhang into the openings 9, and detachably integrated together by means of bolts 11 which are arranged in an inserted state across respective web plates 8 of the adjacent rectangular steel tubes 4 and the bearing members 2; a rod-like member 3 is arranged in a penetrating manner across the openings 9 of the respective rectangular steel tubes 4 and rod-like member supporting openings 22 of the bearing members 2; and the rod-like member 3 is supported by the openings 22, so that a shear key can be constituted in the direction perpendicular to the bridge axis. Additionally, in the method for constructing the floor slab bridge 1, the bearing member 2 is arranged in the rectangular steel tube 4. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

Description

  The present invention relates to a bridge in the field of civil engineering and architecture, and more particularly to a floor slab bridge using a square steel pipe and a construction method thereof.

Conventionally, techniques such as the following (1) to (5) are known as floor slab bridges or lining plates in which square steel pipes or shaped steels are arranged in parallel and integrated.
(1) A plurality of rectangular steel pipes extending in the direction of the bridge axis are arranged in parallel in the direction perpendicular to the bridge axis, an opening is provided on the side of the square steel pipe, and a bar-shaped member such as a steel pipe, steel bar, or reinforcing bar is provided in the opening. Insert a partition plate on both sides of the rod-shaped member in the square steel pipe, and fill the inner side of the partition plate with a time-hardening material such as concrete so that a shear key is applied in the direction perpendicular to the bridge axis. There is known a floor slab bridge that is constructed and configured by fastening the square steel pipes together to form a floor slab (for example, see Patent Document 1).

  (2) In the manufacture of floor slab bridges, in which a plurality of rectangular steel pipes are laid out to form a road surface, a rod-shaped member having a displacement stop on the surface is applied with a load applied in a direction perpendicular to the side surfaces of the square steel pipes laid out in a plurality of lines. Use a square steel pipe that is inserted from the side of the tube and casts time-hardening material such as concrete inside the square steel pipe including the periphery of the rod-shaped member and releases preload after the time-hardening material is hardened. A method for manufacturing a conventional slab bridge is also known (see, for example, Patent Document 2).

  (3) A lining plate in which a plurality of rectangular steel pipes are laid out and a time-hardening material such as concrete is placed to integrate the rectangular steel pipes, and further provided on the upper surface of the lining plate main body. An anti-slip member, and a fixing metal fitting fixed to the time-hardening material and disposed in an opening on the upper surface of the square steel pipe, and the anti-slip member is fixed to the fixing metal fitting. The lining board used is also known (see, for example, Patent Document 3).

  (4) A rectangular steel pipe is used as a main girder, adjacent square steel pipes are connected to each other via a horizontal girder, and vertical ribs for reinforcing a steel deck are supported by a horizontal girder, and adjacent members are A bridge structure using a square steel pipe as a main girder that is joined to each other with high-strength bolts to form an integral structure is also known (for example, see Patent Document 4).

  (5) In addition, H-shaped steel flanges are joined and integrated by welding, and a lining plate made by welding steel plates to the side and end faces is also known in order to reinforce end portions and prevent mud accumulation. It has been.

JP 2004-285823 A JP 2006-299706 A See JP 2007-277892 A See Japanese Patent Application Laid-Open No. 2003-105716

In the conventional case, the rectangular steel pipes arranged in parallel are filled with the bar-like member inserted through them and the adjacent square steel pipes, and are integrated by a solidifying material such as concrete that embeds the rod-like member. Therefore, since it is difficult to disassemble and remove, it was not suitable as a temporary bridge. Also, field work such as concrete filling work was complicated. Moreover, in the case of the lining plate which integrates the flanges of the H-shaped steels arranged in parallel by welding, there is a problem that a welding operation is required.
It is an object of the present invention to provide a floor slab bridge that can be used for both temporary installation and temporary installation, and does not require concrete filling work or on-site welding work, and a construction method thereof.

In order to solve the above-mentioned problem advantageously, in the floor slab bridge of the first invention, a plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, A supporting member is arranged inside the side surface of the rectangular steel pipe so as to project over the opening, and is integrated by a bolt inserted and disposed across each belly plate of the adjacent rectangular steel pipe and the supporting member. The bar-shaped member is disposed through the opening of each square steel pipe and the bar-shaped member support opening of the pressure support member, and the bar-shaped member is supported by the bar-shaped member support opening. The shear key is configured in a direction perpendicular to the bridge axis.
In the second invention, in the floor slab bridge of the first invention, in the end square steel pipes positioned at both ends of the square steel pipes arranged in parallel, the opening is formed in the belly plate on the side not in contact with the other square steel pipes. It is characterized by having a means for preventing the rod-shaped member from slipping out by installing a blocking plate that closes the opening or by installing stoppers at both ends of the rod-shaped member.
In the floor slab bridge of the third invention, a plurality of rectangular steel pipes extending in the direction of the bridge axis and having openings on the side surfaces thereof are arranged in parallel in a direction perpendicular to the bridge axis, and the square steel pipes are projected so as to overhang the openings. A support member is disposed inside the side surface of each of the square steel pipes, and the rod-like members are integrated with each other by means of bolts that are inserted and disposed across the stomach plates and the support members of the adjacent square steel pipes. By penetrating over the opening of the steel pipe and the bar-shaped member support opening of the bearing member, the bar-shaped member is supported by the bar-shaped member support opening so that the shear key is perpendicular to the bridge axis. The square steel pipes are further fastened together by tightening both ends of the rod-shaped member with nuts.
In a fourth aspect of the present invention, in any one of the first to third floor slab bridges, the support member is a set of divided support members divided into a plurality, or the split support members and the same It is comprised by the division | segmentation type | formula supporting pressure member which consists of a set of supporting pressure member structural piece provided with the guide member which assists insertion of the said rod-shaped member.
In a fifth invention, in any one of the first to third floor slab bridges, the support member is a bar-shaped member support opening or recess having a metal touch contact surface that contacts an outer peripheral surface of the bar-shaped member. And installed on both sides or one side of the belly plate of the square steel pipe to be polymerized.
According to a sixth aspect of the present invention, in the fourth floor slab bridge, the divided support member has a bar-shaped member support opening or recess having a metal touch contact surface that contacts the outer peripheral surface of the bar-shaped member. It is installed on both sides or one side of the belly plate of the square steel pipe.
In a seventh aspect of the present invention, in any one of the first to sixth floor slab bridges, the bar-shaped member is a single bar-shaped member or a plurality of bar-shaped members within the same cross section perpendicular to the bridge axis. And a bar-shaped member supporting opening of the pressure-bearing member.
In an eighth aspect of the invention, in any one of the first to seventh floor slab bridges, the bar-shaped member has a cross section perpendicular to the axial direction, and the outer shape is either a circle or a rectangle, or an outer shape having irregularities on the outside. It is a rod-shaped member.
In a ninth aspect of the present invention, in any one of the first to eighth floor slab bridges, a cross section perpendicular to the axial direction of the rod-shaped member is either a solid member or a hollow member.
In a tenth aspect of the invention, in any one of the first to ninth floor slab bridges, the square steel pipe has a work hand hole on an upper flange of a cross section where the bearing member is installed.
In the construction method of the floor slab bridge according to the eleventh invention, a plurality of rectangular steel pipes extending in the bridge axis direction and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, The lower part of the split-type support member is arranged below the opening so as to overhang the provided opening, and the lower side of the abdomen of the adjacent square steel pipe and the split-type support member After the bolts are inserted through the part and integrated, the rod-like member is disposed through the opening for supporting the rod-like member of the split-type support member, and then the remaining part of the split-type support member is opened. It is installed on the abdominal plate so as to overhang, and is integrated by inserting a bolt over each abdominal plate of the adjacent square steel pipe and the remaining part of the divided support member. .
In the construction method of the floor slab bridge according to the twelfth aspect of the present invention, a plurality of rectangular steel pipes extending in the bridge axis direction and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, and the rod-shaped members are connected to the respective square steel pipes. After the penetrating arrangement across the opening, the split support member is installed so as to protrude from the opening provided on the belly plate of the rectangular steel pipe while supporting the rod-shaped member, and the adjacent square steel pipe Bolts are inserted through the abdominal plates and the divided support members to integrate them.
In the construction method of a floor slab bridge according to the thirteenth aspect of the present invention, a plurality of rectangular steel pipes extending in the bridge axis direction and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, and the rod-shaped members are connected to the respective square steel pipes. After passing through the opening of the rod-shaped member of the bearing member and through the opening, the bolts are inserted through the belly plates of the adjacent square steel pipes and the bearing member. It is characterized by being integrated.
In the construction method of a floor slab bridge according to the fourteenth aspect of the present invention, a plurality of square steel pipes extending in the bridge axis direction and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, The lower part of the split-type support member is arranged below the opening so as to overhang the provided opening, and the lower side of the abdomen of the adjacent square steel pipe and the split-type support member After the bolts are inserted through the part and integrated, the rod-like member is disposed through the opening for supporting the rod-like member of the split-type support member, and then the remaining part of the split-type support member is opened. Are installed on the belly plate so as to overhang, and are integrated by inserting bolts across each belly plate of the adjacent square steel pipe and the remaining part of the split-type supporting member, and further, the rod-like member The ends of the square steel pipes located at both ends of the square steel pipe And wherein the tightening by a nut at the position of the segmented Bearing member.
In the construction method of a floor slab bridge according to the fifteenth aspect of the present invention, a plurality of square steel pipes extending in the bridge axis direction and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, and the rod-shaped members are arranged in the square steel pipes. After the penetrating arrangement across the opening, the split support member is installed so as to protrude from the opening provided on the belly plate of the rectangular steel pipe while supporting the rod-shaped member, and the adjacent square steel pipe Bolts are inserted through and integrated with each abdomen plate and the divided support member, and further, both ends of the rod-like member are the end plate of the square steel pipe positioned at both ends of the rectangular steel pipe or the divided type. It is characterized by being tightened with a nut at the position of the bearing member.
In the construction method of a floor slab bridge according to the sixteenth aspect of the present invention, a plurality of rectangular steel pipes extending in the bridge axis direction and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, and the rod-shaped members are connected to the respective square steel pipes. After passing through the opening of the rod-shaped member of the bearing member and through the opening, the bolts are inserted through the belly plates of the adjacent square steel pipes and the bearing member. Further, both ends of the rod-shaped member are further tightened with nuts at the positions of the end plate of the square steel pipe positioned at both ends of the square steel pipe or the support member.

According to the present invention, unlike conventional square steel pipe floor slab bridges that have been applied as permanent bridges, they can also be applied as permanent floor slab bridges or temporary floor slab bridges. Even when the slab bridge is removed, it is mechanically integrated so that it can be a floor slab bridge that can be easily disassembled and removed.
The floor slab bridge of the present invention does not require filling with concrete, so it is possible to reduce the weight, and curing and hardening of the concrete is not required, and welding is not required. The removal work can be facilitated, so that the assembly construction work period or the disassembly and removal work period can be shortened, and the construction cost can be reduced.
Moreover, it is possible to configure the bar-shaped member as a shear key in the direction perpendicular to the bridge axis with a simple structure in which a bar-shaped member is installed on the square steel pipe and the bar-shaped member is supported via the pressure-bearing member. It is possible to reliably support the outer peripheral surface of the steel plate, transmit the bearing stress when a load such as a wheel load is applied, and disperse the load on the adjacent square steel pipes widely.
According to the first invention, the supporting member is disposed on the inner side surface of the square steel pipe, and is integrated by the bolts that are inserted through the abdominal plates of the adjacent rectangular steel pipes and the supporting member. The bearing member can be installed on the square steel pipe with a simple structure, and the bearing member can be supported by the rod-shaped member support opening of the bearing member to transmit the bearing stress. The shear key can be configured in the direction perpendicular to the bridge axis.
Further, according to the second invention, in the end rectangular steel pipes located at both ends in the bridge width direction, the abdominal plate is prevented from coming out of the rod-shaped member by not providing the opening in the abdominal plate on the side not in contact with the other square steel pipes. The rod-shaped member is used as a means for preventing the rod-shaped member from slipping out by installing a blocking plate that closes the opening, or as a means for preventing the rod-shaped member from slipping out by installing stoppers at both ends of the rod-shaped member. It can be easily prevented from slipping out from the direction perpendicular to the bridge axis.
According to the third invention, since the square steel pipes are further fastened to each other by tightening both ends of the rod-like members with the nuts, the square steel pipes are fastened to each other with the nuts attached to both ends of the rod-like members. By pressing the webs together, the frictional force between the webs crimped to the loaded load can be increased. Also, the nuts attached to both ends of the bar-like members function as stoppers, and Pull-out in the direction perpendicular to the axis can be prevented.
According to the fourth aspect of the present invention, the support member is divided into a plurality of divided support members, or a guide for assisting insertion of the split support member and the rod-shaped member. Since it consists of one set of division | segmentation type bearing members provided with the member, the structure of a bearing member becomes simple.
According to the fifth invention, the support member has a bar-shaped member support opening or recess having a metal touch contact surface that contacts the outer peripheral surface of the bar-shaped member, and both sides of the belly plate of the square steel pipe to be polymerized or By simply installing it on one side, the outer peripheral surface of the rod-shaped member is securely supported, and when a load such as a wheel load is applied, the bearing stress is transmitted, and the load is widely distributed to adjacent square steel pipes in sequence. Can be made. Moreover, since the bearing member should just be installed in the both sides or one side of the belly board of the square steel pipe superposed | polymerized, it can be set as a simple structure.
According to the sixth invention, the split-type support member has a bar-shaped member support opening or recess having a metal touch contact surface that comes into contact with the outer peripheral surface of the bar-shaped member. By simply installing it on both sides or one side, the outer peripheral surface of the rod-shaped member is securely supported, and when a loading load such as a wheel load is applied, the bearing stress is transmitted, and the loading load is sequentially applied to the adjacent square steel pipes. Can be widely dispersed. In addition, since the divided support members need only be installed on both sides or one side of the belly plate of the square steel pipe to be polymerized, the structure can be simplified.
According to the seventh aspect of the present invention, the rod-shaped member is formed by extending one rod-shaped member or a plurality of rod-shaped members across the opening of each rectangular steel pipe and the rod-shaped member supporting opening of the bearing member within the same cross section perpendicular to the bridge axis. Since a single rod-like member is arranged in the direction perpendicular to the bridge axis, or a plurality of two or more pieces are arranged in series in the direction perpendicular to the bridge axis, the rod-like member and The degree of freedom in designing the slab bridge can be improved.
According to the eighth invention, the rod-shaped member is a rod-shaped member having a cross section perpendicular to the axial direction and having an outer shape of a circle, a rectangle, or an outer shape having irregularities on the outside, so that the shape of the rod-shaped steel material is simple. In addition, since it becomes possible to use a commercially available bar-shaped steel material having a circular or rectangular outer shape, an inexpensive bar-shaped steel material or a floor slab bridge can be obtained.
According to the ninth aspect of the present invention, since the cross-section perpendicular to the axial direction of the rod-shaped member is either a solid or a hollow member, the degree of freedom of the cross-sectional shape of the rod-shaped member can be increased.
According to the tenth invention, since the square steel pipe has a working hand hole in the upper flange of the cross section where the bearing member is installed, the bearing member, the split bearing member or the bolt are utilized by using the hand hole. -Parts such as nuts can be placed in a square steel pipe, and workability when building a slab bridge can be improved.
According to the construction method of a floor slab bridge of the eleventh aspect of the invention, a plurality of rectangular steel pipes having openings on the side surfaces are arranged in parallel in a direction perpendicular to the bridge axis so as to overhang the opening provided on the belly plate of the square steel pipe. The lower part of the split-type support member is arranged below the opening and integrated with bolts, and the rod-like member is disposed through the opening for supporting the rod-like member of the split-type support member. The remaining portion of the split-type support member is installed on the belly plate so as to overhang the opening, and spans between the respective belly plates of the adjacent square steel pipes and the remaining portion of the split-type support member. Since the bolts are inserted and integrated, the lower part of the divided support member can be easily installed, and can be arranged over each square steel pipe while supporting the rod-shaped member. After placing the rod-shaped member, the remaining part of the split-type supporting member is installed. Can build floor slab bridge using RHS efficiently mechanically assembled, and by the reverse procedure, can be constructed easily degradable floor slab bridge.
According to the twelfth aspect of the present invention, a plurality of rectangular steel pipes having openings on the side surfaces are arranged in parallel in a direction perpendicular to the bridge axis, and rod-like members are disposed through the openings of the respective square steel pipes. Since the split-type support member is installed so as to protrude from the opening provided on the belly plate of the rectangular steel pipe while being supported, the rod-shaped steel material is inserted and arranged over the openings of the respective square steel pipes. In the state where it is supported appropriately, the split-type supporting member is arranged and integrated with the abdomen plate by bolts to support the rod-like member. Therefore, the rod-shaped steel material is inserted and arranged from the opening having a large opening diameter. Therefore, the penetrating arrangement by inserting the rod-shaped steel material is facilitated.
According to the thirteenth invention, a plurality of rectangular steel pipes having openings on the side surfaces are arranged in parallel in a direction perpendicular to the bridge axis, and the rod-shaped members are arranged to penetrate through the openings of the respective square steel pipes. After penetrating the rod-shaped member support opening, bolts are inserted and integrated across the abdominal plate of the adjacent square steel pipe and the support member, so that a single support pressure plate is attached to the side surface of the abdominal plate. Even in the case where it is installed in the slab, it is possible to transmit a bearing stress from the bearing member to the rod-like member, and to make a floor slab bridge that can be easily assembled and disassembled.
According to the fourteenth aspect of the present invention, a plurality of rectangular steel pipes having openings on the side surfaces are arranged in parallel in a direction perpendicular to the bridge axis, and the lower side of the opening so as to overhang the openings provided on the belly plate of the square steel pipe. The lower part of the split-type support member is disposed on the rod-shaped member, and the abdomen of each of the adjacent square steel pipes and the lower part of the split-type support member are inserted and integrated into a rod-like member. Is installed in the abdomen so as to project the remaining part of the split-type supporting member over the opening, and adjacent to the opening of the split-type supporting member. The bolts are inserted and integrated over each belly plate of the rectangular steel pipe and the remaining part of the split-type supporting member, and both ends of the rod-shaped member are end squares positioned at both ends of the rectangular steel pipe. Tighten with nuts at the position of the steel plate belly plate or the above-mentioned split-type support member Therefore, after installing the lower part of the split-type support member so as to be fixed to the abdomen, it is possible to support and easily arrange the rod-shaped steel material at the lower part of the split-type support member. . Further, it becomes possible to place the remaining part (upper part, etc.) of the split-type support member in contact with the rod-shaped member so as to protrude from the opening, and therefore, the split-type support member It is possible to easily construct a structure capable of transmitting the bearing stress between the bearing member and the rod-shaped member.
Further, both ends of the rod-shaped member are tightened with nuts at the positions of the end plate of the square steel pipe or the divided support member, and the side surfaces of the square steel pipes are inserted and disposed across the belly plate and the belly plate. The rod plate of each square steel pipe can be securely crimped by both the bolt to be screwed and the nut screwed into the rod member, and the friction resistance force between the crimped belly plates can be increased, such as a wheel load Can be widely dispersed in the square steel pipes in the lateral direction when the applied load is applied, and the durability can be further enhanced.
According to the fifteenth aspect of the present invention, a plurality of rectangular steel pipes having openings on the side surfaces are arranged in parallel in a direction perpendicular to the bridge axis, and rod-like members are disposed through the openings of the respective square steel pipes. While being supported, a split-type support member is installed so as to overhang the opening provided in the belly plate of the square steel pipe, and a bolt is provided across each belly plate of the adjacent square steel pipe and the split-type support member. And the both ends of the rod-shaped member are tightened with nuts at the end of the square steel pipe end plate located at both ends of the square steel pipe or the position of the split supporting member, so that the split support Before the pressure member is installed, the rod-shaped member is first penetrated over each opening larger than its shaft diameter, so that the rod-shaped member can be inserted and arranged easily. In addition, since the split-type support member is installed while simply supporting the rod-shaped member, even if the bar-shaped member is disposed first, the split-type support member is disposed later, Can be built.
According to the sixteenth aspect of the present invention, a plurality of rectangular steel pipes having openings on the side surfaces are arranged in parallel in a direction perpendicular to the bridge axis, and the rod-shaped members are arranged to penetrate through the openings of the respective square steel pipes. After passing through the opening for supporting the rod-shaped member, the bolts are inserted and integrated across the abdomen of the adjacent square steel pipe and the supporting member, and both ends of the rod-shaped member are connected to the square steel tube. Since the nuts are tightened with nuts at the positions of the end plates of the square steel pipes located at both ends of the end plate or the support member, even when a single support plate is installed on the side surface of the end plate, the support member is moved from the support member to the rod member. A floor slab bridge that can transmit bearing stress and can be easily assembled and disassembled.
Further, both ends of the rod-like member are tightened with nuts at the position of the end plate of the square steel pipe or the bearing member, and the side surfaces of the square steel pipes are inserted and disposed across the belly plate and the belly plate. It is possible to securely press the belly plate of each square steel pipe with both the bolt and the nut to be screwed into the rod-like member, and to increase the frictional resistance force between the crimped belly plates. When a loaded load is applied, the square steel pipes in the lateral direction can be widely dispersed, and the durability can be further enhanced.

FIG. 1A is a longitudinal front view showing a floor slab bridge according to a first embodiment of the present invention, which corresponds to a cross-sectional view taken along the line AA in FIG. 2, and FIG. It is a longitudinal front view in the part which exists, and is equivalent to BB sectional drawing in FIG. It is a schematic plan view of the floor slab bridge of 1st Embodiment of this invention shown in FIG. (A) is a side view showing the vicinity of a joint between square steel pipes, (b) is a sectional view taken along the line CC in (a), and (c) is a sectional view taken along the line DD in (a). FIG. 3 is an enlarged plan view of a part of FIG. 2. It is explanatory drawing which shows a stress transmission path | route from a bearing member to an adjacent square steel pipe through a rod-shaped member when loads, such as wheel overload, are loaded. It is explanatory drawing which shows the detail of the stress transmission path | route in FIG. Fig.7 (a) is a longitudinal front view which shows the floor slab bridge of 2nd Embodiment of this invention, is equivalent to EE sectional drawing in FIG. 8, FIG.7 (b) has a rod-shaped member inserted and arrange | positioned. It is a longitudinal front view in the part which exists, and is equivalent to FF sectional drawing in FIG. It is a schematic plan view of the floor slab bridge of 2nd Embodiment of this invention shown in FIG. FIG. 8 is an enlarged plan view of a part of FIG. 7. FIG. 10A is a longitudinal front view showing a floor slab bridge according to a third embodiment of the present invention, which corresponds to a sectional view taken along line GG in FIG. 11, and FIG. It is a longitudinal front view in the part which exists, and is equivalent to HH sectional drawing in FIG. It is a schematic plan view of the floor slab bridge of 3rd Embodiment of this invention shown in FIG. It is a one part enlarged plan view of FIG. The form of a rod-shaped member is shown, Comprising: (a) is a front view which shows a solid and circular cross-section rod-shaped member which provided the external threaded shaft part in both ends, (b) is a side view of (a), (c ) Is a front view showing a hollow, circular rod-shaped member having male screw shafts at both ends, (d) is a side view of (c), and (e) is a solid having male screw shafts at both ends. (F) is a side view of (e), (g) is a front view showing a hollow, rectangular bar member having male screw shafts at both ends, and (h) is a front view showing a bar member having a rectangular cross section. It is a side view of (f). The form of a supporting member is shown, (a) is a front view of an example of a supporting member (divided supporting member), (b) is a sectional view of (a), (c) is a supporting member. (D) is a sectional view of (c). (A) is a plan view showing a square steel pipe, (b) is an enlarged view showing a part of (a), (c) is a side view of (a), and (d) is a part of (c). FIG. (A) is a top view which expands and shows the state which provided the cover plate in the long hole in a square steel pipe, (b) is a vertical side view of (a). FIG. 2 shows a bearing member (divided bearing member) provided with a guide member, wherein (a) is a front view, (b) is a plan view, and (c) is a side view.

    Next, the present invention will be described in detail based on the illustrated embodiment.

FIGS. 1-6 shows the floor slab bridge 1 of 1st Embodiment of this invention, Comprising: FIG. 1 (a) is a vertical front view which shows the floor slab bridge of 1st Embodiment of this invention. 2 corresponds to the AA cross-sectional view in FIG. 2, and FIG. 1B is a longitudinal front view of the portion where the rod-like member is inserted and arranged, and corresponds to the BB cross-sectional view in FIG. 2. 2 is a schematic plan view of the floor slab bridge shown in FIG. 1, FIG. 3 (a) is a side view showing the vicinity of a joint between square steel pipes, and FIG. 2 (b) is a cross-sectional view taken along the line CC in FIG. (C)
FIG. 4 is a sectional view taken along the line DD of FIG. 4A, and FIG. 4 is a partially enlarged plan view of FIG.
FIG. 5 is an explanatory diagram showing a transmission path when stress is transmitted from the split-type support member 2 to the adjacent square steel pipe 4 via the rod-shaped member 3 when a load such as wheel overload is loaded. FIG. 5 is an explanatory diagram showing details of a stress transmission path in FIG.

  In the floor slab bridge 1 shown in FIG. 1, the longitudinal direction of the square steel pipe is the bridge axis direction, and the floor slab 5 is formed by arranging a plurality of square steel pipes 4 extending in the bridge axis direction in parallel to the direction perpendicular to the bridge axis. The member 3 and the supporting member are installed and configured. That is, since the width of the upper side per square steel pipe 4 is small with respect to the bridge width, a plurality of the square steel pipes 4 are arranged in parallel and mechanically joined to each other so that they can be disassembled. 5 and a pavement made of concrete or asphalt (not shown) is placed on the upper surface to form a road surface. Since a heavy vehicle travels on this road surface, An excessive load (wheel load or the like) is applied, and therefore, a force that bends the square steel pipe 4 downward and a large and small shear force that separates the square steel pipes 4 are always applied. For this reason, it is desirable that the plurality of square steel pipes 4 are firmly coupled and integrated so as to be disassembled, and a structure having a large load resistance against the force from above is desirable.

Further, the structure of the floor slab bridge 1 of the present invention will be described with reference to FIG. 1. The upper flange 6 made of an upper surface plate, the lower flange 7 made of a lower surface plate, and the upper flange 6 and the lower flange 7 are integrated. Each of the abdomen plates 8 is connected to each other and opposed to each other at an interval, and one or both abdomen plates 8 are provided with an opening 9 for inserting the rod-like member 3 at an interval in the longitudinal direction of the member. Are provided with a plurality of (8 in the case of the illustrated embodiment, 8 rod-like members 3 are inserted, and thus 8).
Further, the upper flange 6 of the square steel pipe 4 has a plurality of hand holes 10 elongated in the longitudinal direction of the member corresponding to the opening 9 (see FIG. 2). Eight in the form shown) are provided. The hand hole 10 includes a manual rotation tool or an electric rotation tool, a divided support member 2 for supporting the rod-shaped member 3, a divided support member 2 or a bolt for joining the square steel pipe 4. 11 or a long hole for inserting and placing a wire for inserting and setting a nut or temporarily supporting the rod-like member 3 by suspending it (details will be described later).

  In addition, a plurality of bolt insertion holes 12 (four in the illustrated case with 90 degree intervals) are provided at equiangular intervals around the opening 9 on the side surface of the abdomen plate 8 in the square steel pipe 4. The upper flange 6 around the hand hole 10 is provided with a plurality (four in the illustrated case) of female screw holes 13.

  The opening 9, the hand hole 10, and the bolt insertion holes 12 provided in each square steel pipe 4 are provided at intervals so as to be at the same position in the member longitudinal direction. As the square steel pipe 4, a single pipe steel pipe is used, and the square steel pipe 4 in the floor slab bridge is sometimes used in an environment where rust is easily generated, such as sea breeze and rainwater. The surface may be coated with a metal-based anticorrosive material (not shown) such as titanium, stainless steel, zinc iron plate, aluminum, etc., the surface of the square steel pipe 4 may be coated or galvanized, or the square steel pipe 4 Alternatively, a square steel pipe with weather resistant steel specifications may be used.

Although not shown in FIGS. 1 and 2, a plurality of rectangular steel pipes 4 extending in the direction of the bridge axis on the pier or abutment or in the direction of the bridge axis on the support and having openings 9 on the side surfaces are parallel to the direction perpendicular to the bridge axis. It is arranged.
Each square steel pipe 4 is mounted on a pier or an abutment so that all the square steel pipes 4 located in the intermediate part in the bridge width direction are brought into close contact with the outer side surfaces of the belly plates 8 of the adjacent square steel pipes 4. The square steel pipe 4 located at the end portion in the bridge width direction is provided with an opening 9 at intervals in the longitudinal direction of the member only on the abdomen plate 8 located on the inner surface in the bridge width direction, and is divided around the opening 9. A bolt insertion hole for attaching the shape supporting pressure member 2 is provided. The belly plate 8 positioned on the outer side in the bridge width direction of the square steel pipe 4 positioned on the end side in the bridge width direction is not provided with the opening 9 at intervals in the longitudinal direction of the member, and the rod-shaped member 3 is provided in the middle portion. After penetrating and disposing over the positioned square steel pipe 4, the square steel pipe 4 on the bridge width direction end side is installed from the lateral direction, and the end of the rod-shaped member 3 is inserted into the opening 9 closer to the inside.

The rod-shaped member 3 is supported by a single bearing member attached to the square steel pipe 4 or a divided-type bearing member 2 divided into a plurality of parts, so that force transmission between the divided-type bearing member 2 and the rod-shaped member 3 is achieved. As shown in FIGS. 5 and 6, in order to transmit from the support pressure, the distal end portion in the radial direction of the split-type support member 2 is installed so as to protrude from the center of the opening 9. A distal end portion in the radial direction of the shape bearing member 2 is an opening 9 having a bearing surface. The bearing surface of the opening 9 is a metal touch contact surface that comes into contact with the outer peripheral surface of the rod-shaped member 3. The split-type support member 2 is composed of a set of two support member constituting pieces so that the two support member constituting pieces 14 are combined as one set, and the concave portions 15 of these support member forming pieces 14 face each other. By combining 14, the divided support member 2 is configured. The inner peripheral surface of the recess 15 is a bearing surface.
Each divided support member 2 arranged on the inner surface of the belly plate 8 of each square steel pipe 4 adjacent in the bridge width direction is inserted from each hand hole 10 and vertically contacted so as to overlap the belly plate 8. The radially inner side surface of the split-type support member 2 has an inner diameter smaller than the radius of the opening 9 so as to protrude from the opening 9.
The lower support member constituting piece 14 located on the lower side of the divided support members 2 is disposed on the superposed belly plate 8 in the square steel pipe 4 adjacent to the intermediate portion excluding the end portion in the bridge width direction. By means of one lower bearing member constituting piece 14, each abdomen plate 8, a plurality of bolts 11 inserted through the plurality of bolt insertion holes of the other lower bearing member constituting piece 14, and nuts screwed into the bolts It is firmly fixed so as to be detachable by friction bonding. Therefore, when a wheel load is applied, as shown in FIGS. 5 and 6, the space between the split support member 2 and the belly plate 8 of the square steel pipe 4 and between the belly plates 8 of the square steel pipe 4 are as follows. It is transmitted by frictional force.
As described above, the lower supporting member constituting piece 14 is supported by the lower supporting member constituting piece 14 from the end in the width direction in a state where the lower supporting member constituting piece 14 is installed in the adjacent rectangular steel pipe 4 located at the intermediate portion. In addition, it is inserted and arranged over all the square steel pipes 4 located in the intermediate part.
Next, the square steel pipe 4 positioned on the end side in the bridge width direction is installed from the lateral direction, the end of the rod-like member 3 is inserted into the opening 9 in the end side square steel pipe 4, and the square on the end side A lower support member constituting piece 14 is arranged on each of the belly plate 8 of the steel pipe 4 and the belly plate 8 of the square steel pipe 4 adjacent thereto, and a bolt 11 inserted over these and a nut screwed into the bolt 11 Thus, the square steel pipe 4 located at the intermediate part, the square steel pipe 4 located at the end part, and the respective divided support members 2 are detachably integrated.
Next, the upper bearing member constituting piece 14 is inserted from the hand hole 10 to each belly plate 8 of the square steel pipe 4 located in the middle part and the belly plate 8 inside the square steel pipe 4 located at the end part, The divided support members 2 are inserted and arranged, and bolts 11 are inserted and screwed into one upper support member constituting piece 14, each abdomen plate 8, and the other upper support member constituting piece 14. Tighten with a nut that can be removed and integrated.
In this embodiment, the divided support member 2 is formed by one set of the lower support member constituting piece 14 and the upper support member constituting piece 14. Further, a bar-shaped member support opening 22 is formed by a radially inner bearing surface of the lower bearing member constituting piece 14 and the upper bearing member constituting piece 14, and an outer circumferential surface of the rod-like member 3 in the direction perpendicular to the axis is formed. It is formed to contact.
In the rod-shaped member 3, the belly plate 8 positioned on the bridge width direction end portion side of the square steel pipe 4 positioned on the bridge width direction end portion side does not include the opening 9, so that the belly plate 8 functions as a stopper. Thus, the rod-shaped member 3 is prevented from coming out on the end side in the end width direction.
Next, although not shown in FIG. 1 and the like, the steel cover plate 16 is placed on the upper flange 6 as shown in FIG. With a bolt 17 inserted into the cap plate 16 and screwed into the female screw hole of the upper flange 6,
The steel cover plate 16 is fixed and the handhole 10 is closed. In this way, the floor slab 5 to which the square steel pipes 4 are connected is formed. A pavement made of concrete or asphalt (not shown) is placed on the floor slab 5 to form a road surface. Moreover, although illustration is abbreviate | omitted in FIG. 1 etc., a floor slab bridge 1 is constructed | assembled by installing a road shoulder, a railing, etc. suitably as needed.

  As described above, in the floor slab bridge 1 of the first embodiment shown in FIGS. 1 and 2, a plurality of rectangular steel pipes 4 extending in the bridge axis direction and having openings 9 on the side surfaces are parallel to the direction perpendicular to the bridge axis. The split-type support member 2 is installed inside the side surface of the rectangular steel pipe 4 so as to project from the opening 9, and each of the stomach plates 8 of the adjacent square steel pipes 4 and the split-type support pressure. The bolts 11 that are inserted and arranged across the member 2 are detachably integrated, and the rod-shaped member 3 is connected to the opening 9 of each square steel pipe 4 and the rod-shaped member support opening 22 of the split-type supporting member 2. This is a floor slab bridge 1 that is arranged in a penetrating manner so that the bar-shaped member 3 is supported by the bar-shaped member support opening 22 to constitute a shear key in a direction perpendicular to the bridge axis. .

In the present invention, the rod-shaped member 3 may be a hollow member or a solid member, and in the case of being a hollow member, the rod-shaped member 3 has a thickness that can resist the supporting pressure. As the rod-shaped member 3, for example, a steel material having a circular cross section or a rectangular cross section is used. For example, a steel material such as a steel bar, a steel pipe, a flat steel, or a deformed reinforcing bar can be used. When it is, adhesion with concrete can be improved.
When the rod-shaped member 3 has a rectangular cross section, as shown in FIGS. 14 (c) and 14 (d), the lower bearing member constituting piece 14 and the upper bearing member constituting piece 14 are connected to the bottom bearing surface and this. It is only necessary to form the bar-shaped member support opening 22 by providing the recesses 15 including the respective side support surfaces and closing the recesses 15 so that they are vertically aligned. The bar-shaped member support opening 22 may be closed, but the lower support member constituting piece 14 and the upper support member constituting piece 14 may be somewhat separated from each other. It is not always necessary to be in a closed state, and the bearing surface (bearing surface) of the lower bearing member constituting piece 14 and the recess 15 of the upper bearing member constituting piece 14, particularly the upper and lower bearing surfaces (bearing surface). By contacting the outer peripheral surface of the rod-shaped member 3, the supporting pressure is transmitted with respect to the wheel load. Bolt insertion holes 12 are provided around the bar-shaped member support opening 22 of the split-type support member 2 at equal angular intervals, and are provided at positions that coincide with the bolt insertion holes 12 on the abdomen plate 8 side. It has been. 14 (a) (b) or FIG. 4 (c) (d) and other forms are appropriately selected for the supporting member (divided supporting member 2) according to the cross-sectional shape of the rod-like member 3 such as a circle or a rectangle. Use it.

As described above, when a support pressure is applied to the rod-shaped member 3 from the split-type support pressure member 2, a shear force due to the support pressure is applied to the rod-shaped member 3, so that the rod-shaped member 3 functions as a shear key. doing. Further, when a load such as a wheel load acts on one square steel pipe 4, as shown by arrows in FIGS. 5 and 6, the split type installed on the side of the square steel pipe 4 on which the load load F acts. The bearing member 2 is transmitted by the friction F1 and transmitted from the divided bearing member 2 to the rod-shaped member 3 by the bearing pressure F2. Further, the support pressure F3 is transmitted from the rod-shaped member 3 to the adjacent square steel pipe 4 to the adjacent square steel pipe 4, and is transmitted from the split-type support pressure member 2 to the adjacent square steel pipe 4 by the friction F4.
Further, the downward force F5 transmitted to the adjacent square steel pipe 4 by friction is transmitted to the other supporting pressure member (not shown) in the adjacent square steel pipe 4 by frictional force, and the supporting pressure is transmitted from the supporting pressure member to the rod-shaped member 3. Act on. In this way, the loading force due to the wheel load or the like can be transmitted to the adjacent square steel pipe 4 via the split-type support member 2 and the rod-shaped member 3.
In FIG. 6, the transmission of stress between each part is indicated by an arrow. It is assumed that the load applied to the square steel pipe 4 is an equally distributed load applied to the upper flange 6.

In addition, regarding the stress transmission path, in the floor slab bridge 1 of the present invention, in the portion where the bar-shaped member 3 is disposed, the bar shape compared to the rigidity considering the plate thickness (height dimension) of the square steel pipe 4. When the rigidity of the member 3 is high, the rod-shaped member 3 functions as a main stress transmission member (supporting pressure transmission member), and the rod-shaped member 3 is more rigid than the rigidity considering the plate thickness (height dimension) of the rectangular steel pipe 4. When the rigidity of the member 3 is low, the stress due to the loading load such as the wheel load is transmitted by the two actions of the friction transmission by the adjacent square steel pipe 4 and the support pressure transmission action by the rod-like member 3.
When a load such as a wheel load is applied to the square steel pipe 4, the square steel pipe 4 is slightly deformed and bends, so that the rod-shaped member 3 and the concave portion 15 of the bearing member (or the divided bearing member 2) 2 are close to each other. If you do, you can touch the metal. Moreover, even if it touches as shown to Fig.3 (a) (c), the upper surface of the both sides of the lower bearing member constituent piece 14 and the lower surface of the both sides of the upper bearing member constituent piece 14 are somewhat separated. However, the component of the loading load from the belly plate 8 of the one square steel pipe 4 through the support member (or the split-type support member 2) 2 is such that the support member (or the split-type support member 2) 2 has a rod shape. When the member 3 is touched, the support pressure is transmitted to the rod-shaped member 3, and the support pressure is transmitted from the rod-shaped member 3 to the lower side of the adjacent square steel pipe 4 side support member (or the divided support member 2) 2. Communicated.

  The length dimension of the rod-shaped member 3 of this form is installed in the bridge width direction from the inner side of the outer plate 8 of the square steel pipe 4 on the one end side to the inner plate 8 of the square steel tube 4 on the other end side. The dimension is set to be equal to or longer than the distance to the divided support member 2 and shorter than the dimension between the inner sides of the belly plate 8 outside the square steel pipe 4 at both ends in the bridge width direction.

  Although not shown, a floor slab bridge in which a plurality of floor slabs 5 as shown in FIGS. 1 and 2 are installed in parallel may be used.

  FIGS. 7-9 shows the floor slab bridge of 2nd Embodiment of this invention, Comprising: Fig.7 (a) is a vertical front view which shows the floor slab bridge of 2nd Embodiment of this invention, 8 corresponds to a cross-sectional view taken along line EE in FIG. 8, and FIG. 7B is a longitudinal front view at a portion where the rod-shaped member is inserted and arranged, and corresponds to a cross-sectional view taken along line EE in FIG. 8 is a schematic plan view of the floor slab bridge shown in FIG. 7, and FIG. 9 is a partially enlarged plan view of FIG.

The difference between this embodiment and the above embodiment is that an opening 9 of each abdomen plate 8 of the square steel pipe 4 located on the end side in the bridge width direction is provided, and the rod-like members 3 are side openings 9 of all the square steel pipes 4. The nut 18 and the lock nut 19 are attached to both ends of the rod-shaped member 3 so that the nut 18 functions as a stopper and prevents the rod-shaped member 3 from coming out. It is. In addition, the same code | symbol is attached | subjected to the part similar to the said embodiment, and a different part is mainly demonstrated.
In this embodiment, all the square steel pipes 4 are installed in parallel, the lower bearing member constituting pieces 14 are installed on both sides of the outer belly plate 8 in the square steel pipe 4 on the bridge width direction end side, and the bridge width direction end is provided. After the lower bearing member constituting pieces 14 are installed in all the square steel pipes 4 located in the middle portion and the middle portion, the rod-like member 3 is inserted.
Further, both end portions of the rod-shaped member 3 are provided with male screw shaft portions 20, nuts 18 are fastened to the end portions of the rod-shaped member 3, and a lock nut 19 is screwed into the rod-shaped member 3 on the outside thereof. The rod-shaped member 3 is immovable in the bridge width direction.

In this embodiment, as shown in FIGS. 13 (a) and 13 (b), the rod-like member 3 may have a form in which male screw shafts 20 are provided at both ends of the rod-like member 3 that is solid and circular in cross section. (E) As shown to (f), the form which provides the external thread part axial part 20 in the both ends of the rod-shaped member 3 which consists of a square hollow member may be sufficient. Further, as shown in FIGS. 13C and 13D, male screw shafts 20 may be provided at both ends of the hollow rod-shaped member 3 having a circular cross section, as shown in FIGS. Alternatively, the male screw shaft 20 may be provided at both ends of the rod-shaped member 3 made of a square hollow member.
When the outer shape of the intermediate portion of the rod-shaped member 3 is rectangular, the rod-shaped member support opening 22 of the split-type support member 2 may be rectangular as described above. Similar to the above-described embodiment, in this embodiment as well, instead of the divided support member 2, a single support member may be used.

  FIGS. 10-12 shows the floor slab bridge of 3rd Embodiment of this invention, Comprising: Fig.10 (a) is a vertical front view, is equivalent to GG sectional drawing in FIG. 10 (b) is a longitudinal front view at a portion where the rod-like member is inserted and arranged, and corresponds to a cross-sectional view taken along line HH in FIG. 11 is a schematic plan view of the floor slab bridge shown in FIG. 10, and FIG. 12 is an enlarged plan view of a part of FIG.

The difference between this embodiment and the second embodiment is that, in the second embodiment, the rod-shaped member 3 is a single rod-shaped member, but in this embodiment, the rod-shaped member 3 is the same bridge shaft. A plurality (two in the illustrated case) of the rod-shaped members 3 are disposed through the opening 9 of the square steel pipe 4 and the rod-shaped member support opening 22 of the split-type supporting member 2 within the cross section in the perpendicular direction. The floor slab bridge 1 is formed.
In addition, the belly plate 8 positioned at the center of the square steel pipe 4 positioned at the center portion has a member longitudinally located at the upper portion (closer to the upper flange 6) and the lower portion (closer to the lower flange 7) in the height direction. A large number of bolt insertion holes are provided at intervals in the direction, and the belly plates 8 of the respective square steel pipes 4 near the center are overlapped with each other, and a plurality of bolts 11 (or bolts and nuts 11) at the upper and lower parts are overlapped. The square steel pipe 4 located in is joined. Although the square steel pipe 4 of the form in which the opening part 9 is not provided is used for the belly plate 8 from the center part of the square steel pipe 4 located in the center part, the form in which the opening part 9 is provided may be used.

In the case of assembling the floor slab bridge 1 of the third embodiment, for example, referring to FIG. 10, an opening 9 is formed in the abdomen plate 8 from the central part of the square steel pipe 4 located in the central part. In the state where the square steel pipe 4 in the form not provided with is used, the square steel pipe 4 positioned to the left of the center portion is sequentially installed, and the lower bearing member constituting piece 14 is installed from the hand hole 10 in the state where The rod-shaped member 3 may be inserted and arranged from the opening 9 side of the square steel pipe 4 on the width direction end side. When the rod-shaped member 3 is inserted and arranged from the center, the square steel pipe 4 from the center is inserted. After the rod-shaped member 3 is arranged before installing, the square steel pipe 4 from the central portion is installed, and the rod-shaped member 3 is pushed or pulled out into the square steel tube 4 from the central portion, or from the central portion. Slide the square steel pipe 4 in the bridge width direction. Te may be to insert disposed rod-like member 3.
In addition, it is installed so that the belly plate 8 of the square steel pipe 4 on the right side of the newly installed central part overlaps with the belly plate 8 of the square steel pipe 4 on the left side of the existing central part. After the lower support member constituting piece 14 is installed, the rod-like member 3 is inserted and arranged from the other end side in the bridge width direction, and the upper support member constituting piece 14 is inserted from the hand hole 10 to obtain the stick-like member 3. In the square steel pipe 4 positioned in the middle portion, the bolts are arranged so as to pass through the stomach plates 8 of the adjacent square steel pipes 4 and the upper supporting member constituting pieces 14 on both sides thereof. In the square steel pipe 4 which is detachably fixed by the nut 23 and is on the end side in the bridge width direction, the bolt 11 is extended over the bolt insertion hole of the upper bearing member constituting piece 14 disposed on both the inner and outer sides of the abdominal plate 8 positioned on the outer side. With a nut inserted and screwed into this Removably securing the upper Bearing member constituting piece 14.

  In the above case, the rod-shaped member 3 has a form in which the two rod-shaped members 3 are arranged in series at an interval within the same cross section in the direction perpendicular to the bridge axis. 10 (b), a square steel pipe 4 similar to the square steel pipe 4 on the left side of the center of the figure is arranged on the square steel pipe 4 on the right end, and the divided support members 2 are arranged outside the abdominal plates 8, When the square steel pipes 4 are arranged so as to be detachably fixed by bolts and nuts 11 and further adjacent to each other, the floor slab of the form in which three or more rod-like members 3 are arranged in the same cross section perpendicular to the bridge axis Bridge 1 can be used.

In each of the above-described embodiments, the form of the plate-shaped divided support member 2 is shown as the divided support member 2. However, when the present invention is implemented, as shown in FIG. A semi-cylindrical guide member 21 may be provided. The said guide member 21 is good also as a guide member of the form provided with the guide part in the case of slidingly moving the rod-shaped member 3 to a bridge width direction, and the support surface which transmits a support pressure.
The guide surface of the guide member 21 is inclined such that the outer side from the intermediate portion gradually increases in diameter toward the base end portion in the member axial direction in the axial direction of the guide member 21 (the axial direction of the rod-shaped member 3). It may be a guide member 21 having a tapered guide surface.
As the guide member 21, a plate-shaped guide member may be provided at a right angle to the divided support member 2. When the divided support member 2 is a steel material such as a steel plate, the steel guide member 21 may be fixed by welding. In addition, the division | segmentation type | formula bearing member 2 may be one piece, and is comprised by two or more member pieces of the upper bearing member constituting piece 14 and the lower bearing member constituting piece 14 like the said embodiment. You may make it do.
Although illustration is omitted, when the bearing member is not a divided bearing member 2 but a single bearing member, the bearing member is inclined so as to gradually increase in diameter toward the base end in the member axial direction. The proximal end portion of the tapered cylindrical guide member (21) may be fixed to the rod-shaped member insertion opening 22. The inner surface of the proximal end portion of the tapered cylindrical guide member (21) and the inner diameter of the rod-like member insertion opening 22 may be provided concentrically. In the illustrated form, the split-type support member 2 has been shown to be divided into two parts in the upper and lower directions, but may be divided into three or more parts.

  In the first embodiment, in the end square steel pipes 4 positioned at both ends of the square steel pipes 4 arranged in parallel, the openings 9 are formed in the stomach plate 8 on the side (outside) that does not contact the other square steel pipes 4. However, in the case where the opening 9 is provided in the abdomen plate 8 on the side (outer side) that does not contact the other square steel pipes 4, the illustration is omitted, but the closing plate is replaced with a bolt or By fixing with bolts and nuts, it can be used as means for preventing the rod-shaped member 3 from coming out, or by providing stoppers such as nuts at both ends of the rod-shaped member 3, it can be used as means for preventing the rod-shaped member 3 from coming out.

In the above-described embodiment, the lower support member constituting piece 14 in the divided support member 2 is installed before the rod-shaped member 3 is disposed through the opening. However, the rod-shaped member 3 is disposed through. Later, the split support member 2 may be installed in a state where the rod-like member 3 is supported by an appropriate temporary support member, and the temporary support member may be removed. Although not shown in the drawings, the temporary support member is provided with a support base with legs on the upper flange 6 so as to cross the hand hole 10, and the leg support is provided below the support base with legs. A support member is provided so as to be movable up and down by a screw mechanism so as to be supported by the support base, and both ends of a steel wire or the like that supports the rod-like member 3 are detachably attached to the support member, whereby the rod-like member 3 is opened. The lower support member constituting piece 14 or the upper support member constituting piece 14 constituting the divided support member 2 may be installed in that state.
In addition to the above, a temporary support member is provided on the upper flange 6 so as to cross the hand hole 10, and both ends of a wire such as a steel wire for supporting the rod-like member 3 are detachably attached to the temporary support member. By engaging both ends of the support member with the lower ends of a pair of L-shaped arms arranged on the upper flange 6 and rotating the upper portions of the L-shaped arms, the lower ends are raised by lever action. Alternatively, the lower support member constituting piece 14 may be installed in a state in which the rod-shaped member 3 is raised and maintained in that state.
Therefore, when the divided member 3 is installed in a state where the rod-shaped member 3 is supported by the opening 9 of the abdomen plate 8 in the square steel pipe 4, the rod-shaped member 3 is lifted up. The split-type support member 2 may be installed while being supported.
As described above, after the rod-shaped steel material is inserted and arranged over the openings of the respective square steel pipes, with the rod-shaped steel material supported appropriately, the support member is arranged and integrated with the belly plate by the bolts to form the rod-shaped member. Since it only needs to be supported, the rod-shaped steel material can be inserted and arranged from the opening having a large opening diameter, and therefore, the penetrating arrangement by inserting the rod-shaped steel material becomes easy.

  Next, a method for constructing the floor slab bridge 1 of the embodiment will be described.

As a construction method of the floor slab bridge of the form shown in FIGS. 1 to 6, the lower bearing member constituting piece 14 is first installed, and then the bar-like member 3 is disposed through the opening 9, and then the upper portion In the form in which the support member constituting piece 14 is installed, the floor slab bridge may be constructed by the following method.
That is, a plurality of rectangular steel pipes 4 extending in the bridge axis direction and having openings 9 on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis and projecting to the openings 9 provided on the abdomen plate 8 of the square steel pipe 4. As described above, the lower portion (lower support member constituting piece 14) of the split-type support member 2 is installed below the opening, and each belly plate 8 of the adjacent square steel pipe 4 and the split-type support pressure are installed. The bolts are inserted through the lower part (lower support member constituting piece 14) of the member 2 and integrated. Then, after the bar-shaped member 3 is disposed through the bar-shaped member support opening 22 of the split-type support member 2, the remaining part of the split-type support member 2 (upper support member constituting piece 14) Are arranged on the side surface of the abdomen plate 8 so as to overhang the opening 9, and the abdomen plate 8 of the adjacent square steel pipe 4 and the remaining portion of the divided type support member 2 (upper support member constituting piece 14 ), The bolt 11 is inserted, and a nut fixed to the bolt is screwed and integrated to construct the floor slab bridge 1.

Further, after the bar-shaped member 3 is disposed through the opening 9, the split-type support member 2 is installed while the bar-shaped member 3 is supported by the temporary support member or the installed split-type support member 2 or the like. In the form, the following construction method may be used.
That is, a plurality of rectangular steel pipes 4 extending in the bridge axis direction and having openings 9 on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, and the bar-like member 3 is penetrated across the openings 9 of the respective square steel pipes 4. After the arrangement, while supporting the rod-shaped member 3, the split-type support member 2 is installed so as to protrude from the opening 9 provided in the belly plate 8 of the square steel pipe 4, and each of the adjacent square steel pipes 4 is installed. The floor slab bridge 1 may be constructed by inserting a bolt 11 across the abdominal plate 8 and the split support member 2 and tightening and integrating a nut screwed into the bolt 11.

Moreover, in the form shown in FIGS. 1-6, when it is not the division | segmentation type support member 2 but a single support member (illustration omitted), what is necessary is just to use the following construction methods.
That is, a plurality of rectangular steel pipes 4 extending in the bridge axis direction and having openings 9 on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, and the bar-like member 3 is penetrated across the openings 9 of the respective square steel pipes 4. After being disposed through the bar-shaped member support opening 22 of the bearing member while being disposed, the bolts 11 are inserted through the stomach plates 8 of the adjacent square steel pipes 4 and the bearing member 2, A construction method in which a nut screwed into the bolt 11 is tightened and integrated may be used.

  Further, in the form shown in FIG. 7 to FIG. 9, after installing the lower support member constituting piece 14 in the divided support member 2, the bar-like member 3 is disposed through, and then the upper support member constituting piece 14 is installed. In such a form, the following construction method may be used.

That is, a plurality of rectangular steel pipes 4 extending in the bridge axis direction and having openings 9 on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis and projecting to the openings 9 provided on the abdomen plate 8 of the square steel pipe 4. As described above, the lower portion (lower support member constituting piece 14) of the split-type support member 2 is installed below the opening 9, and each belly plate 8 of the adjacent square steel pipe 4 and the split-type support are installed. The bolt 11 is inserted through the lower part (the lower support member constituting piece 14) of the pressure member 2 and the nut screwed into the bolt 11 is tightened to be integrated, and the rod-shaped member 3 is divided. After the bar-shaped member support opening 22 of the shaped support member 2 is penetrated, the remaining portion (upper support member constituting piece 14) of the split-type support member 2 is extended to the opening 9. So as to be installed on the abdomen plate 8 and adjacent to each abdomen plate 8 of the rectangular steel pipe 4 The bolt 11 is inserted through the remaining portion of the support member 2 (upper support member constituting piece 14), and the nut screwed into the bolt 11 is tightened and integrated, and both ends of the rod-like member 3 are integrated. May be constructed by tightening with a nut 18 at the position of the abdomen plate 8 of the end square steel pipe 4 or the divided support member 2.
As described above, when both ends of the rod-shaped member 3 are tightened by the nut 18 at the position of the abdomen plate 8 of the end-shaped square steel pipe 4 or the split-type support member 2, the side surfaces of the square steel pipes 4 are The belly plate 8 of each square steel pipe 4 is securely crimped by both the belly plate 8 and the bolt 11 inserted through the belly plate 8 and the nut screwed into the belly plate 8 and the rod-shaped member 3. The frictional resistance between the belly plates 8 can be increased, and when a loaded load such as a wheel load is applied, the frictional resistance can be widely dispersed in the square steel pipes in the lateral direction, and the durability can be increased.
In addition, when making the nut screwed in the edge part of the rod-shaped member 3 contact | abut directly to the abdominal plate 8 of the square steel pipe 4, the supporting member 2 is provided inside the abdominal plate 8 in the bridge width direction, The outer pressure supporting member 8 may be omitted. In this case, in the bridge width direction, the bolt 11 is inserted over the support member 2 and the abdomen plate 8 inside the abdomen plate 8, and the support member 2 is brought into a predetermined position by a nut screwed into the bolt 11. Just install it.

  Further, in the embodiment shown in FIG. 7, after the rod-like member 3 is disposed through the rectangular steel pipe 4, the lower support member constituting piece 14 in the divided support member 2 is installed, and then the upper support member constituting piece 14 is installed. In such a form, the following construction method may be used.

  That is, a plurality of rectangular steel pipes 4 extending in the bridge axis direction and having openings 9 on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, and the rod-like member 3 is extended over the openings 9 of the square steel pipes 4. After the penetrating arrangement, while supporting the rod-shaped member 3, the split-type support member 2 is installed so as to protrude from the opening 9 provided in the belly plate 8 of the square steel pipe 4, and the adjacent square steel pipes 4 are arranged. The bolts 11 are inserted through the abdominal plates 8 and the divided support members 2 and integrated by tightening nuts to be screwed into the bolts 11, and both ends of the rod-shaped member 3 are connected to the end portions. It may be a construction method of the floor slab bridge 1 that is tightened by the nut 18 at the position of the belly plate 8 of the square steel pipe 4 or the divided support member 2.

Although not shown in the form shown in FIG. 7, the following construction method may be used in the form of a single support member 2 instead of the divided support member 2.
That is, a plurality of rectangular steel pipes 4 extending in the bridge axis direction and having openings 9 on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis, and the rod-like member 3 is disposed through the openings of the respective square steel pipes 4. Then, after penetrating the rod-shaped member support opening 22 of the support member 2, the bolts 11 are inserted across the stomach plates 8 of the adjacent square steel pipes 4 and the support member 2, A floor slab bridge that is integrated by tightening nuts that are screwed into the bolts 11, and that both ends of the rod-shaped member 3 are tightened by nuts 18 at the positions of the abdomen plate 8 of the end square steel pipe 4 or the bearing member 2. It is good also as 1 construction method.

  When carrying out the present invention, when the abdominal plate 8 and the bearing member (or divided support member 2) disposed on one or both sides thereof are frictionally joined, one bearing member (or divided support) is provided. A female screw hole may be provided in the pressure member 2, and a bolt may be inserted through the hole on the other pressure bearing member 2 side to screw the male screw shaft portion. Further, when the bearing member (or split bearing member) 2 is arranged on one side of the abdominal plate 8, a female screw hole is provided on the side of the bearing member, a bolt is inserted from the abdominal plate side, and the male screw The shaft portion may be screwed into the bearing member.

(When disassembling the floor slab bridge)
When the floor slab bridge 1 of each of the above embodiments is disassembled and removed, it may be disassembled and removed by a procedure reverse to the construction method described above. Therefore, the floor slab bridge 1 of the present invention can be used as a permanent floor slab bridge or as a temporary floor slab bridge, and can be easily removed in a short construction period.
For example, when the floor slab bridge 1 having the form shown in FIGS. 1 to 6 is disassembled and removed, an opening 9 is provided in the abdomen plate 8 on the width direction end side of the square steel pipe 4 on the bridge width direction end side. Since there is no form, the bolt 11 which fixes the bearing member (or divided type bearing member) 2 inside the end is removed, and the bearing member (or divided type bearing member) 2 on the end side is removed. Then, the rod-shaped member 3 is pulled out in the bridge width direction, or the bolt 11 that fixes the upper portion (upper bearing member constituting piece 14) of each divided bearing member 2 located on the end side and the intermediate portion. Is removed, the upper part (upper bearing member constituting piece 14) is removed from the hand hole 10, the rod-like member 3 is pulled out and removed in the bridge width direction, and the bearing member (or split-type bearing) located at the end and the middle part is removed. Pressure member) 2 fixing the lower portion (lower support member constituting piece 14) Remove the door 11, and remove the lower portion (lower Bearing member constituting piece 14), it is sufficient to remove the transport etc. Finally lifting each square tube 4.
Further, when the opening 9 on the side surface of the square steel pipe 4 at the end in the bridge width direction is closed by the closing plate, the rod-like member 3 is pulled out when the closing plate obstructs the drawing of the rod-like member 3. It may be removed at the appropriate time before.

  When the floor slab bridge 1 shown in FIGS. 7 to 9 is disassembled and removed, the lock nut 19 and the nut 18 at the end of the rod-shaped member 3 are removed, and the rod-shaped member 3 is pulled out in the bridge width direction, or The bolt 11 which fixes the upper part (upper bearing member constituting piece 14) of each divided bearing member 2 located on the end side and the intermediate part is removed, and the upper part (upper bearing member constituting piece 14) is removed. ) Is removed from the hand hole 10 and the rod-shaped member 3 is pulled out in the width direction of the bridge to be removed, and the lower portion of the support member (or divided support member) 2 located at the end and the intermediate portion (lower support member configuration) The bolt 11 fixing the piece 14) is removed, the lower part (lower support member constituting piece 14) is removed, and finally each square steel pipe 4 is removed by lifting and conveying.

When the floor slab bridge 1 shown in FIGS. 10 to 12 is disassembled and removed, the lock nut 19 and the nut 18 at the end of each rod-shaped member 3 are removed, and the rod-shaped member 3 is pulled out in the bridge width direction, Or the bolt 11 which has fixed the upper part (upper bearing member constituent piece 14) of each division | segmentation bearing member 2 located in an edge part side and an intermediate part is removed, and an upper part (upper bearing member constituent piece) 14) is removed from the hand hole 10, the rod-shaped member 3 is pulled out and removed in the bridge width direction, and the lower portion (lower support member) of the support member (or divided support member) 2 located at the end and the intermediate portion is removed. The bolt 11 which fixes the component piece 14) is removed, the lower part (lower bearing member component piece 14) is removed, and the bolt and nut 11 which joins the square steel pipe 4 in the center is replaced with the square steel pipe. Any of 4 before removal of transport Removing the time, it is sufficient to remove the transport etc. Finally lifting each square tube 4.
In addition, in the said removal method, the pavement, the railing, etc. which are provided in the floor slab bridge 1 are removed beforehand.

  In addition, it is desirable that the supporting pressure member (or the divided supporting member 2) arranged around the rod-shaped member 3 transmits the supporting stress by metal touch, but transmits the supporting stress. When the rod-like member 3 as a shear key (in other words, a shear key that also serves as a cross beam) is inserted into the square steel pipe 4, the rod-like steel material may be inserted into a plurality of square steel pipes with an accuracy of 1 mm or less. .

DESCRIPTION OF SYMBOLS 1 Floor slab bridge 2 Split type bearing member 3 Bar-shaped member 4 Square steel pipe 5 Floor slab 6 Upper flange 7 Lower flange 8 Abdomen 9 Opening 10 Hand hole 11 Bolt 12 Bolt insertion hole 13 Female screw hole 14 Bearing member component piece 15 Recess 16 Steel lid plate 17 Bolt 18 Nut 19 Lock nut 20 Male screw shaft 21 Guide member 22 Opening 23 for rod-shaped member support Bolt and nut

Claims (16)

A plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis,
A bearing member is arranged inside the side surface of the rectangular steel pipe so as to overhang the opening,
It is integrated by bolts that are inserted through the abdomen and the bearing member of the adjacent square steel pipe,
A bar-shaped member is disposed through the opening of each square steel pipe and the bar-shaped member support opening of the bearing member,
By supporting the rod-shaped member by the opening for supporting the rod-shaped member,
A floor slab bridge that has shear keys in the direction perpendicular to the bridge axis. In the end square steel pipes located at both ends of the square steel pipes arranged in parallel,
Do not provide the opening in the belly plate on the side not in contact with other square steel pipes,
Or installing a blocking plate to close the opening,
The floor slab bridge according to claim 1, further comprising means for preventing the rod-shaped member from slipping out by installing stoppers at both ends of the rod-shaped member. A plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis,
A bearing member is arranged inside the side surface of the rectangular steel pipe so as to overhang the opening,
It is detachably integrated by bolts that are inserted and arranged across the abdominal plate of the adjacent square steel pipe and the bearing member,
A bar-shaped member is disposed through the opening of each square steel pipe and the bar-shaped member support opening of the bearing member,
By supporting the rod-shaped member by the opening for supporting the rod-shaped member,
Configure shear keys in the direction perpendicular to the bridge axis,
By tightening both ends of the rod-shaped member with nuts,
A floor slab bridge in which the square steel pipes are further fastened together. The bearing member is a set of divided bearing members divided into a plurality of parts, or a set of bearing members provided with the divided bearing members and a guide member for assisting the insertion of the rod-like member therein. The floor slab bridge according to any one of claims 1 to 3, wherein the floor slab bridge is constituted by a divided support member made of a component piece. The bearing member has a rod-shaped member support opening or recess having a metal touch contact surface that contacts the outer peripheral surface of the rod-shaped member, and is installed on both sides or one side of the belly plate of the square steel pipe to be polymerized. The floor slab bridge according to any one of claims 1 to 3 . The split-type support member has a bar-shaped member support opening or recess having a metal touch contact surface that comes into contact with the outer peripheral surface of the bar-shaped member, and is formed on both sides or one side of the belly plate of the square steel pipe to be polymerized. The floor slab bridge according to claim 4 , which is installed.   The rod-shaped member is arranged to penetrate one rod-shaped member or a plurality of rod-shaped members across the opening of each square steel pipe and the rod-shaped member support opening of the bearing member in the same cross section perpendicular to the bridge axis. The floor slab bridge according to any one of claims 1 to 6, wherein the floor slab bridge is provided.   8. The rod-shaped member according to claim 1, wherein the rod-shaped member is a rod-shaped member having a cross section perpendicular to the axial direction, the outer shape being circular or rectangular, or the outer shape having irregularities on the outside. The floor slab bridge described in the section.   The floor slab bridge according to any one of claims 1 to 8, wherein a cross-section perpendicular to the axial direction of the rod-shaped member is either a solid member or a hollow member. The square steel pipe is
The floor slab bridge according to any one of claims 1 to 9, further comprising a work hand hole on an upper flange of a cross section where the bearing member is installed. A plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis,
The lower part of the split-type supporting member is arranged below the opening so as to overhang the opening provided on the belly plate of the square steel pipe,
The bolts are inserted and integrated over each belly plate of the adjacent square steel pipe and the lower part of the split-type support member,
After the rod-shaped member is disposed through the rod-shaped member support opening of the split-type support member, the remaining portion of the split-type support member is installed on the abdominal plate so as to project to the opening,
A method for constructing a floor slab bridge, wherein bolts are inserted through and integrated with each belly plate of the adjacent square steel pipe and the remaining portion of the divided support member. A plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis,
After arranging the rod-shaped member through the opening of each square steel pipe,
While supporting the rod-shaped member, a split-type support member is installed so as to overhang the opening provided in the belly plate of the rectangular steel pipe,
A construction method for a floor slab bridge, wherein bolts are inserted and integrated between the abdominal plates of the adjacent square steel pipes and the divided support members. A plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis,
While arranging the rod-shaped member through the opening of each square steel pipe,
After penetrating the rod-shaped member support opening of the support member,
A construction method for a floor slab bridge, wherein bolts are inserted and integrated between the abdominal plates of the adjacent square steel pipes and the bearing member. A plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis,
The lower part of the split-type supporting member is arranged below the opening so as to overhang the opening provided on the belly plate of the square steel pipe,
The bolts are inserted and integrated over each belly plate of the adjacent square steel pipe and the lower part of the split-type support member,
After arranging the rod-shaped member through the opening for supporting the rod-shaped member of the split-type bearing member,
Installed on the abdominal plate so that the remaining portion of the split-type support member overhangs the opening,
Bolts are inserted through and integrated with each belly plate of the adjacent square steel pipe and the remaining portion of the split-type support member,
Furthermore, the both ends of the said rod-shaped member are clamp | tightened with a nut in the position of the stomach plate of the edge part square steel pipe located in the both ends of the said square steel pipe, or the said division | segmentation type bearing member, The construction method of the floor slab bridge characterized by the above-mentioned. A plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis,
After arranging the rod-shaped member through the opening of each square steel pipe,
While supporting the rod-shaped member, a split-type support member is installed so as to overhang the opening provided in the belly plate of the rectangular steel pipe,
The bolts are inserted and integrated across each belly plate of the adjacent square steel pipe and the split-type support member,
Furthermore, the both ends of the said rod-shaped member are clamp | tightened with a nut in the position of the stomach plate of the edge part square steel pipe located in the both ends of the said square steel pipe, or the said division | segmentation type bearing member, The construction method of the floor slab bridge characterized by the above-mentioned. A plurality of square steel pipes extending in the direction of the bridge axis and having openings on the side surfaces are arranged in parallel in the direction perpendicular to the bridge axis,
While arranging the rod-shaped member through the opening of each square steel pipe,
After penetrating the rod-shaped member support opening of the support member,
The bolts are inserted and integrated across the abdominal plate of the adjacent square steel pipe and the bearing member,
Furthermore, the both ends of the said rod-shaped member are clamp | tightened with a nut at the position of the stomach plate of the edge part square steel pipe located in the both ends of the said square steel pipe, or the said bearing member, The construction method of the floor slab bridge characterized by the above-mentioned.

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