JP5860723B2 - Floor slab bridge using square steel pipe and its construction method. - Google Patents

Description

  The present invention relates to a floor slab bridge using a square steel pipe and a construction method thereof.

Conventionally, as disclosed in Patent Documents 1 to 3, for example, as a small-scale bridge having a span of 15 m or less, a floor slab bridge in which a plurality of square steel pipes arranged in parallel is joined and integrated without using welding has been proposed. ing. In this floor slab bridge, a plurality of rectangular steel pipes are laid in parallel, a bar-like member is passed through the opening on the side of the square steel pipe, and concrete is placed in the square steel pipe including the periphery of the bar-like member, so that welding and bolting are performed. It is constructed by joining without joining.
In addition, by introducing prestress when joining multiple square steel pipes and joining them, the deformation of the square steel pipes can be corrected, which allows the square steel pipes to be frictionally joined to each other by surface contact and transmit the load in the horizontal direction and strength. It can be improved.
In this way, a floor slab bridge using a square steel pipe does not use a bolted joint that requires processing such as welding, drilling, and an attachment plate, so that the processing can be saved.

By the way, as shown in FIG. 12, the bridge 100 generally forms a RC pier by placing a pile foundation 103 on the ground below the abutment footing 102 provided on the abutment 101, and a support 104 on the upper surface of the abutment 101. The bridge girder 105 is installed. And the abutment 101 and the bridge girder 105 are joined by the expansion / contraction device 106.
The floor slab and the RC pier are separated from each other even in the above-described floor slab bridge using the square steel pipe, and the floor slab has a structure to be received by a support.

Japanese Patent No. 3725892 Japanese Patent No. 3814287 Japanese Patent No. 4392379

However, there is a problem in the maintenance of the bridge that receives the floor slab in the support because the support is made of rubber, and the slab may fall from the support due to excessive deformation of the pier in the event of an earthquake, etc. There was a problem in terms of earthquake resistance.
In addition, in general bridges, some slabs and piers are constructed with rigid structures (ramen type) instead of bearings, and the slabs and piers are rigidly connected. It has excellent seismic resistance because it can suppress deformation and can prevent the slab from falling from the bearing due to excessive deformation, but the conventional rigid connection structure is a superstructure using a square steel pipe and a concrete structure RC If the bridge pier is rigidly connected, the structure becomes complicated, and there are difficulties in workability and filling of concrete into the square steel pipe.

  In view of such problems, the present invention aims to provide a floor slab bridge using a square steel pipe and a construction method thereof, which has a simple structure, can be easily constructed, and can improve earthquake resistance. .

A floor slab using square steel pipes according to the present invention has a floor slab formed by laying a plurality of square steel pipes on the pier and inserting rod-like members on the sides of the square steel pipes, and is fixed to the upper part of the pier. By inserting the end of the anchor bolt into the square steel pipe and filling the square steel pipe with a concrete curable material, the anchor bolt and the rod-shaped member are not allowed to pass through the concrete curable material. The bridge pier and the floor slab are rigidly connected by being connected by contact.
According to the present invention, an anchor bolt fixed to a bridge pier is inserted into a square steel pipe of a floor slab and filled with a time- hardening material and buried, whereby the pier and the floor slab can be rigidly connected by the anchor bolt. Therefore, the anchor bolt does not protrude above the square steel pipe, and the construction error can be absorbed by filling with the time-hardening material, and the construction of the rigid structure including the alignment and the fixing structure becomes easy. In addition, since the rod-shaped member and the anchor bolt are not directly coupled in the square steel pipe, the construction including the alignment of the anchor bolt and the square steel pipe, the fixing structure, and the like is facilitated.

A floor slab bridge using square steel pipes according to the present invention has a floor slab formed by arranging a plurality of square steel pipes on a bridge pier formed with a recess for anchor bolts and inserting rod-like members on the sides of these square steel pipes. The anchor bolt is inserted into the square steel pipe through the insertion hole provided in the square steel pipe so as to reach the recess of the pier and the end of the anchor bolt fixed to the upper part of the pier is inserted into the square steel pipe. The anchor bolts are fixed by filling the concave portions of the square steel pipe and the pier with concrete, and the pier and the slab are rigidly connected .

Further, to form a compartment for aging curable material filling the concrete by installing a partition member on both sides of the bar-like member is in the RHS, it is preferable that the upper portion of the anchor bolt is embedded in the compartment.
In a portion of the segments in the square tube, can construction easily and efficiently rigid fine granulated for inserting a anchor bolt with the rod-like member embedded with time curable material of the concrete.

The method for constructing a floor slab bridge using a square steel pipe according to the present invention includes a step of constructing a pier in which a lower portion of an anchor bolt is embedded, and a floor slab in which a plurality of square steel pipes are laid out and rod-like members are inserted on the side surfaces of these square steel pipes. a step of inserting an upper portion of the anchor bolt into the square tube installed on the pier and concrete the anchor bolt and the rod member by filling with time curing material concrete in the RHS And a step of rigidly coupling the abutment and the square steel pipe by non-contact bonding through the time-curable material .
According to the present invention, by installing a deck arranged laid RHS on piers, be embedded with time curing material concrete by inserting the upper portion of the anchor bolt which is provided a pier in the RHS Thus, the bridge pier and the square steel pipe can be rigidly connected to each other with the anchor bolt and the rod-shaped member , and the construction of the rigid connection structure including the alignment and the fixing structure becomes easy.

The construction method of a floor slab bridge using a square steel pipe according to the present invention includes a step of constructing a bridge pier in which a concave portion for an anchor bolt is formed, and a plurality of square steel pipes are laid on the bridge pier and a bar-like member is provided on the side surface of these square steel pipes. A step of installing a floor slab in which the steel plate is inserted, a step of inserting anchor bolts so as to reach the concave portion of the pier through an insertion hole provided in the rectangular steel pipe, and a time hardening of concrete or the like in the concave portion of the rectangular steel pipe and the pier And a step of filling the anchor bolt and filling the pierce and the square steel pipe in a rigid connection.
According to the present invention, with the floor slab installed on the bridge pier, the anchor bolt is inserted into the recess formed in the bridge pier through the insertion hole of the square steel pipe so that the anchor bolt has a rectangular shape with the recess of the bridge pier. The anchor bolt can be rigidly connected to the bridge pier and the square steel pipe by being disposed in the steel pipe and filling the concave portion of the square steel pipe and the pier with a time-hardening material such as concrete.

The floor slab may be formed by arranging a plurality of rectangular steel pipes in advance and inserting a bar-like member into the side surfaces of these rectangular steel pipes so as to be integrated, and installing them on the pier.
Alternatively, the floor slab may be installed integrally after inserting a plurality of rectangular steel pipes on the piers and then inserting rod-like members on the side surfaces of these rectangular steel pipes.

Further, in the square tube by installing a partition member forming a compartment for aging curable material filling the concrete, it may be inserted the upper part of the rod-like member and the anchor bolt into the compartment.
The slab and piers easily and efficiently rigid can fine construction of concrete by embedding the time curable material concrete by inserting anchor bolts in a compartment which forms a portion of the square tube.

According to the floor slab bridge and its construction method using the RHS of the invention, the anchor bolt embedded in a non-contact with the rod-like member within RHS with time curing material concrete instead of directly bonded to the deck Since it is a structure that kills, construction such as positioning and fixing is easy, and construction errors can be absorbed by fixing the anchor bolt with a time-hardening material.
In addition, a rigid structure (ramen structure) in which anchor bolts and rod-shaped members are joined in a square steel pipe in a non-contact manner with a time-hardening material has improved seismic resistance, and supports and expansion and contraction between the floor slab and the pier No equipment is provided, and the anchor bolt does not protrude above the square steel pipe, so it can be installed at a low digit height without being fixed with a nut or the like. Furthermore, the cross-sectional force of superstructures such as floor slabs is reduced, and the construction cost can be reduced because the amount of concrete and excavation can be reduced at the pier, and the number of piles can be reduced. Moreover, since the support and the expansion / contraction device which are problems in bridge maintenance management can be omitted, the construction cost and the running cost can be reduced also from this point.

It is principal part explanatory drawing of the floor slab bridge using the square steel pipe by 1st embodiment of this invention. It is a top view of the floor slab which abbreviate | omitted some square steel pipes. It is a figure which shows the cross section orthogonal to the longitudinal direction of the square steel pipe of the part which inserted the cross girder steel pipe in the floor slab, Comprising: The left half is explanatory drawing which shows an end fulcrum part and the right half shows an interstitial part. (A) is the fragmentary sectional view of the direction orthogonal to FIG. 3 of the square steel pipe in an end fulcrum part, (b) is a side view of an anchor bolt, and a front view of a fixing | fixed part. It is a figure which shows the substructure construction process of the floor slab bridge by 1st embodiment, (a) is a general view, (b) is an enlarged view of an abutment and an anchor bolt part. It is a figure which shows the superstructure construction process of the floor slab bridge by 1st embodiment, (a) is a general view, (b) is an enlarged view of an abutment and an anchor bolt part. It is a figure which shows the rigid connection part construction process of the floor slab bridge by 1st embodiment, (a) is a general view, (b) is an enlarged view of an abutment and an anchor bolt part. It is a figure which shows the substructure construction process of the floor slab bridge by 2nd embodiment, (a) is a general view, (b) is an enlarged view of an abutment. It is a figure which shows the superstructure construction process of the floor slab bridge by 2nd embodiment, (a) is a general view, (b) is an enlarged view of an abutment and a floor slab. It is a figure which shows the anchor bolt installation process of the floor slab bridge by 2nd embodiment, (a) is a general view, (b) is an enlarged view of an abutment and a floor slab. It is a figure which shows the rigid connection part construction process of the floor slab bridge by 2nd embodiment, (a) is a general view, (b) is an enlarged view of the rigid connection structure part of an abutment and a floor slab. It is explanatory drawing of the bridge by the conventional ramen structure.

Hereinafter, a floor slab bridge using a square steel pipe according to an embodiment of the present invention and a construction method thereof will be described with reference to the accompanying drawings.
1 to 7 are views showing a floor slab bridge using a square steel pipe according to the first embodiment and a construction method thereof.
1 and 2 includes a bridge pier 2 embedded in the ground and a floor slab 3 fixed to the pier 2. As for the pier 2, for example, a steel pipe pile 5 is buried in the ground as a foundation pile, and an abutment 6 made of reinforced concrete is provided on the upper part. In this embodiment, the steel pipe piles 5 are arranged in a line in a direction substantially orthogonal to the bridge axis direction A described later.
The floor slab 3 shown in FIG. 2 includes a plurality of rod-shaped square steel pipes 8 arranged in parallel. The square steel pipe 8 is formed in a substantially square cross section as shown in FIG. 3, for example. The extending direction of the square steel pipe 8 is the bridge axis direction A, and the plurality of square steel pipes 8 are arranged in parallel to the direction orthogonal to the bridge axis direction A.

The floor slab 3 according to the present embodiment has a configuration that does not require welding, bolt joining, reinforcing plate attaching work, and the like. That is, a plurality of openings 9 are formed at predetermined intervals on both side surfaces 8a of the plurality of square steel pipes 8. When the plurality of square steel pipes 8 are arranged in parallel, the openings 9 are perpendicular to the bridge axis. A shear key is formed in a direction perpendicular to the bridge axis by inserting, for example, a cross-girder steel pipe 10 as a rod-like member through each opening 9 and aligned in a straight line. In addition to the cross-girder steel pipe 10, an appropriate material such as another steel pipe, a steel bar, or a reinforcing bar can be used as the bar-shaped member.
The plurality of rectangular steel pipes 8 are firmly fastened by the cross-girder steel pipes 10 so as not to be displaced from each other to form the floor slab 3. The floor slab 3 is configured such that the cross-girder steel pipe 10 functions as a shear key with respect to a load from above, so that a plurality of square steel pipes 8 are prevented from being displaced and a step is not formed on the upper surface. The load resistance of the steel pipe 8 can be increased. Therefore, construction management can be facilitated by reducing the risk of fatigue failure of the steel pipe due to the load acting on the square steel pipe 8.

As shown in FIGS. 2 and 4, a pair of partition plates 12 are provided in the square steel pipe 8 at predetermined intervals on both sides of the cross beam steel pipe 10 penetrating the opening 9. For example, concrete 14 is filled in the partition 13 between the plates 12 as a time-hardening material. Thereby, the square steel pipe 8 and the cross-girder steel pipe 10 are integrated through the concrete 14 in the section 13.
Since the concrete 14 is filled only in the necessary section 13 by the partition plate 12, the weight of the square steel pipe 8 can be relatively reduced and the amount of use of the concrete 14 can be reduced.

1 and 3, the floor slab 3 is filled with an elastic material such as rubber, resin, or mortar so as to fill a gap formed in the R-shaped corners of adjacent square steel pipes 8. It is good. And the road surface 15 can be formed in the upper surface of the floor slab 3 by constructing pavement made of concrete or asphalt.
The upper surface of the plurality of rectangular steel pipes 8 can be formed flat by an elastic material, and cracking of the pavement due to the difference in deflection of the rectangular steel pipes 8 when a load is applied to the rectangular steel pipe 8 through a pavement such as concrete or asphalt placed on the upper surface. Can be prevented.
In addition, the square steel pipe 8 in the floor slab bridge 1 is usually painted or bare weathered steel, but when used in an environment where rust such as sea breeze and rainwater is likely to occur, the square steel pipe 8 The surface is covered with a metal-based anticorrosive material such as titanium, stainless steel, galvanized iron, or aluminum.

In particular, as shown in FIGS. 1 and 4A, the abutment 6 has a plurality of anchor bolts 17 at the bottom, and the upper part protrudes upward from the upper surface of the abutment 6 and faces the square steel pipe 8. It is inserted into the section 13 and fixed by the concrete 14 filled in the section 13. The lower part of the anchor bolt 17 is arranged on the abutment 6 in, for example, two rows in a direction perpendicular to the bridge axis, and a plurality of square steel pipes 8 arranged in the direction perpendicular to the bridge axis are arranged in the upper direction in the bridge axis direction. Has been.
In the floor slab 3, the cross girder steel pipe 10 and the square steel pipe 8 are fixed with concrete 14 in a section 13 provided at a position without the pier 2.

Here, the concrete 14 in the square steel pipe 8 does not have to be filled in the entire section 13, and at least the cross girder steel pipe 10 and the square steel pipe 8 or the anchor bolt 17, the square steel pipe 8 and the cross girder steel pipe 10 can be connected. It is sufficient that a gap is left in the compartment 13.
In FIG. 4 (a), an insertion hole 19 for inserting the upper part of the anchor bolt 17 is formed in the lower surface 8b of the square steel pipe 8, and the concrete 14 is divided into the section 13 on the upper surface 8c facing the lower surface 8b. A filling hole 20 for filling the inside is formed. The position of the filling hole 20 can be formed at any position as long as it is within the section 13 of the square steel pipe 8.

4 (a) and 4 (b), the anchor bolt 17 has a shaft portion 17a and a head portion 17b provided at the upper end thereof, and a fixing portion 17c is provided at the lower end portion thereof. In the anchor bolt 17, a screw taper is formed on the shaft portion 17a, and a fixing nut 18b having a fixing plate 18a is provided on the fixing portion 17c shown in 4 (b). A fixing band 18c is attached to the fixing nut 18b. . The head 17 b of the anchor bolt 17 is embedded in the square steel pipe 8, and the fixing portion 17 c is embedded in the abutment 6.
As shown in FIG. 4, the upper portion of the anchor bolt 17 inserted into the square steel pipe 8 is embedded in the concrete 14 in a non-contact manner with the cross beam steel pipe 10.
As shown in FIG. 1, the floor slab bridge 1 according to the present embodiment has a rigid frame structure in which the floor slab 3 and the abutment 6 are connected by anchor bolts 17 at both end fulcrum portions, and has a rigid frame structure. Yes.

The floor slab bridge 1 according to the present embodiment has the above-described configuration. Next, a construction method of the floor slab bridge 1 will be described with reference to FIGS.
In the substructure construction process shown in FIG. 5 (a), the steel pipe pile 5 is placed in the ground at both fulcrum portions of the floor slab bridge 1. Then, rebars are disposed in advance in a mold formed on the upper portion of the steel pipe pile 5, and anchor bolts 17 are disposed at predetermined positions, and concrete is driven to the lower surface of the floor slab 3 in the mold. An abutment 6 is formed. Thus, the RC pier 2 including the steel pipe pile 5 and the abutment 6 is constructed.
In this state, as shown in FIG. 5B, the upper part of the anchor bolt 17 embedded in the abutment 6 protrudes from the upper surface of the abutment 6.

Next, in the superstructure construction process shown in FIG. 6A, the square steel pipes 8 in which the insertion holes 19 are formed in advance on the lower surface 8b and the filling holes 20 are formed on the upper surface 8c are arranged in parallel to the direction orthogonal to the bridge axis. Further, a floor slab 3 in which a plurality of rectangular steel pipes 8 are integrated by inserting a cross-girder steel pipe 10 into an opening 9 formed in the side surface 8a is manufactured in advance. This floor slab 3 is installed on the abutment 6. When the floor slab 3 is installed, it is assumed that the upper part of the anchor bolt 17 is inserted into the insertion hole 19 formed in the lower surface 8 b of each square steel pipe 8 and placed on the abutment 6.
Alternatively, both ends of the square steel pipe 8 are individually opposed to the abutment 6, the upper portions of the anchor bolts 17 are inserted into the insertion holes 19 of the lower surface 8 b and placed on the abutment 6, and a plurality of square steel pipes 8 respectively installed. The floor slab 3 may be formed by inserting and integrating the cross-girder steel pipe 10 into the opening 9 provided on the side surface 8a.

Then, in the rigid joint construction process shown in FIG. 7, the concrete 14 is filled from the filling hole 20 on the upper surface 8 c of each square steel pipe 8 of the floor slab 3, and the square steel pipe 8 and the cross beam steel pipe 10 are integrated in each section 13. Make it. Moreover, by filling the concrete 14, the upper portions of the anchor bolts 17 embedded in the abutment 6 are also integrated with the square steel pipe 8 and the cross girder steel pipe 10 in the section 13 and fixed.
In this way, the RC bridge pier 2 and the floor slab 3 can be rigidly connected by the anchor bolt 17 and can be rigidly connected to construct a ramen structure. The anchor bolt 17 is filled with concrete 14 in the section 13 of the square steel pipe 8 so as to absorb the construction error and be rigidly coupled.
Normally, when the anchor bolt 17 is connected to the floor slab 3, the upper portion of the anchor bolt 17 protrudes above the square steel pipe 8 and is nut-fastened. However, in this embodiment, the upper portion of the anchor bolt 17 is in the square steel pipe 8. Since it is accommodated, the height of the girder can be lowered and fixing becomes easy.

As described above, according to the floor slab bridge 1 and the construction method according to the present embodiment, the anchor bolt 17 that connects the RC pier 2 and the floor slab 3 needs to be fixed by directly connecting the anchor bolt 17 to the floor slab 3. It is sufficient to insert the upper part of the square steel pipe 8 into the section 13 from the insertion hole 19 of the lower surface 8b of the square steel pipe 8 and fill the concrete 14 to bury it. Since the rigid connection structure can be constructed by absorbing the error, the rigid connection structure between the RC pier 2 and the floor slab 3 can be simplified, and the alignment and the like can be easily performed to improve the workability.
Further, the floor slab bridge 1 is a composite ramen structure bridge in which the RC pier 2 and the floor slab 3 are rigidly connected by anchor bolts 17, so there is no need for expensive support and expansion / contraction devices that require maintenance costs. The cross-sectional force of the superstructure including the plate 3 can be reduced, the size of the square steel pipe 8 can be reduced, and the girder height can be reduced compared to the conventional rigid structure and bearing structure. Construction cost can be reduced. In addition, the ramen structure can improve the earthquake resistance.
And since the upper part of the anchor bolt 17 is accommodated in the square steel pipe 8 without projecting from the square steel pipe 8, the girder height can be lowered from this point, and fixing is easy and workability is improved.

Next, the construction method of the floor slab bridge 1 by 2nd embodiment of this invention is demonstrated with reference to FIG. 8 thru | or FIG.
In the substructure construction process shown in FIG. 8 (a), steel pipe piles 5 are placed in the ground at both fulcrum portions of the floor slab bridge 1, and reinforcing bars are arranged in advance in the mold formed on the upper part of the steel pipe piles 5. Then, concrete is cast to the lower surface of the floor slab 3 to form the RC abutment 6. In addition, as shown in FIG.8 (b), boxing for embedding the anchor bolt 17 is performed in the upper surface of the abutment 6, and the recessed part 22 is formed previously.
Thus, the RC pier 2 including the steel pipe pile 5 and the boxed abutment 6 is constructed.

Next, in the construction process of the superstructure shown in FIG. 9A, the insertion hole 19 (hereinafter referred to as the lower insertion hole 19 for convenience) is formed in the lower surface 8b in advance, and the filling hole 20 and the upper insertion hole 23 are formed in the upper surface 8c. The formed square steel pipes 8 are arranged in parallel in the direction perpendicular to the bridge axis, and a floor slab 3 in which a plurality of square steel pipes 8 are integrated by inserting a cross-girder steel pipe 10 into an opening 9 formed in a side surface 8a is manufactured in advance. Keep it. In addition, the upper insertion hole 23 of the upper surface 8c of the square steel pipe 8 and the insertion hole 19 of the lower surface 8b shall be in the position which opposes. Further, the upper insertion hole 23 may also be used as a filling hole for filling concrete without providing the filling hole 20.
Both ends of the floor slab 3 are installed on the abutment 6. When installing the floor slab 3, each insertion hole 19 formed in the lower surface 8 b of each square steel pipe 8 is positioned on the recess 22 of the abutment 6 and placed on the abutment 6.

  Alternatively, similarly to the construction method of the floor slab bridge 1 according to the first embodiment described above, both end portions of the square steel pipe 8 are individually opposed to the abutment 6, and the insertion holes 19 of the lower surfaces 8 b are formed in the recesses 22. Are placed on the abutment 6 in alignment with each other. And you may form the floor slab 3 spanned on the abutment 6 by making the cross-girder steel pipe 10 penetrate and integrate with the opening 9 provided in the side surface 8a of the some square steel pipe 8 each installed.

  In the anchor bolt installation step shown in FIG. 10 (a), the anchor bolt 17 is inserted vertically from the upper insertion hole 23 provided in the upper surface 8c of each square steel pipe 8, and the recess of the abutment 6 is inserted through the insertion hole 19 in the lower surface 8b. Drop into 22 In this state, as shown in FIG. 10 (b), the lower part of the anchor bolt 17 falls into the recess 22 of the abutment 6, and the upper part protrudes from the abutment 6 and is located in the compartment 13 of the square steel pipe 8.

11A, for example, mortar is filled into the recess 22 of the abutment 6 from the filling hole 20 of the upper surface 8c of each square steel pipe 8, and then the concrete 14 is put into the compartment 13 Fill. As a result, the lower part of the anchor bolt 17 is fixed to the abutment 6 and the upper part is also integrated and fixed to the square steel pipe 8 and the cross beam steel pipe 10 in the compartments 13 at both ends.
In this way, the RC pier 2 and the floor slab 3 can be rigidly connected to each other by the anchor bolt 17 to construct a ramen structure.
When fixing the anchor bolt 17 in the recess 22 of the abutment 6, the concrete 14 is filled into the compartment 13 and the recess 22 of the abutment 6 from the filling hole 20 of the square steel pipe 8, and the square steel pipe 8 and The cross beam steel pipe 10 and the anchor bolt 17 may be integrated.

The floor slab bridge 1 and its construction method according to the present invention are not limited to the above-described embodiments, and appropriate modifications can be made without departing from the gist of the present invention.
In each embodiment mentioned above, the upper part of the cross beam steel pipe 10 and the anchor bolt 17 was arrange | positioned in the division 13 of the square steel pipe 8, and it embed | buried with the concrete 14, However, The cross beam steel pipe 10 and the anchor bolt 17 are different. It may be arranged separately in each of the compartments and individually embedded with concrete 14. Alternatively, the concrete bolts 14 may be filled without providing the compartments 13 in each square steel pipe 8, and the anchor bolts 17 may be fixed together with the horizontal steel pipe 10 or separately.
In the above-described embodiment, the specific shapes of the anchor bolt 17 such as the screw taper of the shaft portion 17a, the fixing nut 18b, the fixing plate 18a, the fixing band 18c, and the head portion 17b of the fixing portion 17c have been described. Is merely an example, and it is needless to say that an appropriate shape and configuration such as round steel or deformed steel bar may be adopted instead of the above shape. Needless to say, the present invention is not limited to the above-described configuration with respect to the anchor bolt 17 and other configurations, or is not limited to the above-described configuration, and can adopt an appropriate shape and configuration.
In each of the above-described embodiments, two anchor bolts 17 are installed in each square steel pipe 8 at both ends of the slab bridge 1, but the number of anchor bolts 17 for rigid coupling is arbitrary. Can be set.

DESCRIPTION OF SYMBOLS 1 Floor slab bridge 2 Bridge pier 3 Floor slab 5 Steel pipe pile 6 Abutment 8 Square steel pipe 9 Opening 10 Horizontal girder steel pipe 12 Partition plate 13 Compartment 14 Concrete 17 Anchor bolt 19 Insertion hole 20 Filling hole 22 Recess 23 Upper insertion hole

Claims (8)

On the bridge pier, a plurality of square steel pipes are laid out side by side and a floor slab is installed by inserting rod-like members on the sides of these square steel pipes, and the end of the anchor bolt fixed to the top of the bridge pier is inserted into the square steel pipe In addition, by filling the square steel pipe with a concrete-time-hardening material, the anchor bolt and the rod-like member are joined in a non-contact manner through the concrete-time-hardening material, so that the bridge pier and the floor slab are connected. A slab bridge using a square steel pipe, characterized in that it is rigidly connected to the ground. A floor slab is formed by placing a plurality of rectangular steel pipes on a pier formed with concave portions for anchor bolts and inserting rod-like members on the sides of the square steel pipes, and the pier is inserted through an insertion hole provided in the square steel pipe. The anchor bolt is inserted into the square steel pipe so that the anchor bolt is inserted so as to reach the concave portion of the bridge pier, and the concrete is hardened over time in the square steel pipe and the pier concave portion. A floor slab bridge using a square steel pipe, wherein the anchor bolts are fixed by filling a material to rigidly connect the pier and the floor slab . It said in RHS by installing a partition member on either side of the rod to form a compartment for aging curable material filling the concrete, according to claim top of the anchor bolts are embedded in the compartment 1 or The floor slab bridge described in 2. A step of constructing a pier in which the lower part of the anchor bolt is embedded, and a floor slab in which a plurality of rectangular steel pipes are laid out and a bar-like member is inserted on a side surface of each of the square steel pipes is installed on the pier, and the anchor is installed in the square steel pipe inserting a top of the bolt, said coupling said anchor bolt and the rod member by filling with time curing material concrete in the RHS without contact through the aging curable material of the concrete pier And a step of rigidly connecting the square steel pipe to the square steel pipe, and a method for constructing the floor slab bridge using the square steel pipe. A step of constructing a pier formed with a concave portion for an anchor bolt, a step of arranging a plurality of rectangular steel pipes and arranging a floor slab in which a bar-like member is inserted on the side of each of the square steel pipes on the pier, and the square steel pipe a step of inserting an anchor bolt as through provided insertion holes to reach the recess of the pier, said buried anchor bolt is filled with time curing material concrete into the recess of the square tube and pier A method for constructing a slab bridge using a square steel pipe, comprising: a step of rigidly coupling a pier and a square steel pipe. The slab may advance RHS plurality of laid side by side the one formed by inserting the rod-shaped member on the side surface of square tube, slab according to claim 4 or 5 as installed in the pier Bridge construction method. The floor slab is the floor slab bridge according to claim 4 or 5 so as to form by inserting the rod-shaped member on the side surface of square tube after arranging spread a plurality of square tube on the piers Construction method. The square in the steel pipe by installing a partition member forming a compartment for aging curable material filling the concrete, according to claim 4 to 7 so as to insert the upper portion of the rod-shaped member and the anchor bolt into the compartment The construction method of the floor slab bridge described in any one of the above.

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