JP2006118161A - Aseismic reinforcing structure of pier and its construction method - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an aseismic reinforcing structure of a pier, and its construction method, enhancing aseismic performance, while quickly and rationally performing aseismic reinforcing work of the bridge pier. <P>SOLUTION: This aseismic reinforcing structure of the bridge pier 1 is composed of a foundation footing 2 and a pier skeleton 3 erected on its footing; and is characterized by arranging an axial compressing member 4 reaching an upper part of the foundation footing 2 from the aboveground part along the periphery of the pier skeleton 3 and fixing an upper part of the axial compression member 4 to the pier skeleton 3 in an aboveground part by a fixing means. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a seismic reinforcement structure for a pier that supports a railway bridge, a road bridge, and the like, and a construction method thereof.

In recent years, existing bridge piers that support railway bridges, road bridges, and the like have been subjected to seismic reinforcement work in order to increase their seismic performance. Conventionally, as an existing seismic reinforcement structure for bridge piers, for example, on piers on elevated roads, heavy machinery is used to surround the pier frame with reinforcement steel plates that reach the ground from the foundation footing in the ground, and between the pier frame and the reinforcement steel plate. After excavating the earth and sand, if the excavated space is filled with concrete, mortar, etc. and solidified, seismic reinforcement that integrates the pier body and the reinforcing steel plate, or if the pier is standing from the water, the area around the pier body Is surrounded by a plurality of steel sheet piles to form a dry working space, and then the underground part is excavated, and the seismic reinforcement is performed in which steel plates and reinforcing fibers are directly wound around the outer periphery of the pier frame. In addition, seismic reinforcement of bridge piers has been implemented to increase the strength of the surrounding ground by injecting ground improvement materials such as cement milk into the surrounding ground of the pier.
JP-A-9-53208 JP 2002-332750 A

  However, the conventional seismic reinforcement structure requires excavation of the underground part up to the foundation footing around the pier frame, which makes the work complicated and large, and requires assembly of a work scaffold on the ground, which increases construction costs. There were problems such as promoting the lengthening of the construction period. In addition, the seismic reinforcement that enhances the strength of the ground around the pier with the ground improvement material can work from the ground part, but the pier and the improved ground are not directly connected, so improving the earthquake resistance difficult.

  An object of the present invention is to solve such problems of the prior art, and to provide a seismic reinforcement structure for a pier with high seismic performance and a construction method thereof, which can quickly and rationally perform seismic reinforcement work for a pier. To do.

  In order to solve the above-described problem, the first aspect of the present invention is an aseismic reinforcing structure for a pier composed of a pier frame erected on a foundation footing. A compression member is disposed, and the upper portion of the shaft compression member is fixed to the pier frame at the ground portion by a fixing means.

  According to a second aspect of the present invention, in the seismic reinforcement structure for a pier according to the first aspect of the invention, the shaft compression member is one or a plurality of on-site hitting members.

  According to a third aspect of the present invention, in the seismic reinforcement structure for a pier according to the first aspect of the invention, the axial compression member is a continuous member that is cast on the spot.

  According to a fourth aspect of the present invention, in the seismic reinforcement structure for a pier according to the first aspect of the invention, the shaft compression member is one or a plurality of pre-made members such as a concrete member, a steel pipe, a concrete-filled steel pipe, and the like.

  According to a fifth aspect of the present invention, in the seismic reinforcement structure for a pier according to the first aspect of the present invention, a fixing member fixed to the pier housing is used as the fixing means.

  In the sixth aspect of the present invention, in the seismic reinforcement structure for a pier according to any of the first to fifth aspects of the invention, when the pier housing is rectangular or oval in cross section, the shaft compression member is disposed on the long side of the pier housing. It is characterized by that.

  According to the seventh aspect of the present invention, in the construction method of the seismic reinforcement structure for a pier, an axial compression member reaching the foundation footing from the ground portion is constructed along the periphery of the pier chassis standing on the foundation footing. A fixing member is fixed to the ground portion, and the fixing member and the upper portion of the shaft compression member are integrally connected by a solidifying material such as concrete.

A shaft compression member that reaches the foundation footing from the ground portion is disposed along the periphery of the pier frame of the present invention, and the upper portion of the shaft compression member is fixed to the pier frame at the ground portion by a fixing means. It does not require large-scale excavation of the underground part to the surrounding foundation footing, and it can be constructed as an earthquake-proof reinforcement structure for a bridge pier with high earthquake resistance and easy construction and low construction cost.
The shaft compression member has one or a plurality of on-site strike members, on-site continuous members, and ready-made members, and has a load resistance against an axial compressive load. It is possible, and does not require large-scale excavation, and can be constructed as an earthquake-proof reinforcement structure for a bridge pier that is easy to construct, has a low construction cost, and has high seismic performance.
By using a fixing member fixed to the pier frame as a fixing unit between the pier frame and the upper portion of the shaft compression unit, a large fixing force can be obtained without imposing a large burden on the existing pier frame.
When the bridge pier body is rectangular or oval in cross section, the shaft compression member is arranged on the long side of the bridge pier body. Even if it is away from the upper surface, the lower end of the shaft compression member on the other long side securely contacts the upper surface of the basic footing and firmly supports the axial load, so that the seismic reinforcement is improved.
In the construction method of the seismic reinforcement structure of the pier, an axial compression member that reaches from the ground part to the foundation footing is constructed along the periphery of the pier chassis standing on the foundation footing, and the fixing member is attached to the ground part of the pier chassis. By fixing and fixing the fixing member and the upper part of the shaft compression member together with a solidified material such as concrete, there is no need for large-scale excavation of the underground part to the foundation footing around the pier frame. Thus, it is possible to provide a seismic reinforcement construction method for bridge piers that is easy to construct, inexpensive in construction cost, and has high seismic performance.

Embodiments of the present invention will be described with reference to the drawings. 1 (a) and 1 (b) show an embodiment of the present invention. The existing pier 1 is composed of a foundation footing 2 and a bridge frame 3 standing on the foundation footing 2.
In order to seismically reinforce the existing pier 1, the shaft compression member 4 is constructed around the pier housing 3 to a position reaching the upper surface of the foundation footing 2 by work from the ground part. The upper portion of the shaft compression member 4 and the ground portion of the pier housing 3 are fixed integrally with a pressing concrete 5. The axial load from the pier housing 3 is transmitted to the foundation footing 2 from the shaft compression member 4 through the presser concrete 5 which is a joint portion between the pier housing 3 and the shaft compression member 4, and an earthquake-proof reinforcement structure having high earthquake resistance performance is obtained. .

The shaft compression member 4 may be any material as long as it has sufficient strength against compressive load and can be easily applied from the ground. The positional relationship between the shaft compression member 4 and the pier housing 3 may be a position where the shaft compression member 4 is in contact with the outer periphery of the pier housing 3 or may be slightly separated from the outer periphery of the pier housing 3. The connecting means for transmitting the axial load is undesirably large.
FIG. 2 shows an embodiment in which the axial compression member 4 is a spot striking member 6. The on-site striking member 6 is formed with a plurality of vertical holes reaching the upper surface of the foundation footing 2 on the ground around the pier frame 3 by an excavator such as a small earth auger. Insert a reinforcing material, cast concrete and solidify it. If the strength against compressive force required can be secured only by placing concrete, the insertion of the reinforcing bar is stopped, and the reinforcing bar 7 for connecting the upper part of the spot-casting member 6 and the pier frame 3 is replaced with the spot-casting member 6. The bar is arranged only at the upper part of the head so that a part thereof protrudes from the upper end of the spot striking member 6.

  The joint between the upper portion of the spot striking member 6 as the shaft compression member 4 and the pier housing 3 needs to reliably transmit the compressive load of the pier housing 3 to the shaft compression member 4. However, when joining, it should be avoided as much as possible to damage the existing pier body 3. Therefore, as a means for joining the pier body 3 and the upper portion of the shaft compression member 4, when the pier body 3 is made of reinforced concrete, the fixing member avoids the existing reinforcing bars based on the bar arrangement investigation of the surface layer portion of the pier body 3 to be joined. The anchor member 8 is fixed. The anchor member 8 as the fixing member may be any of an expanded anchor, a mechanical expansion anchor, and an adhesive anchor as long as a necessary fixing force can be obtained. In FIG. 2, 9 and 10 are axial reinforcing bars and horizontal reinforcing bars arranged in the case where the pier housing 3 is made of reinforced concrete.

  When the pier housing 3 is made of steel, a reinforcing bar or the like as a fixing member is welded to a planned joint location of the pier housing 3. A part of the reinforcing reinforcing bar 7 protrudes from the upper end of the spot striking member 6 as the shaft compression member 4, and a part of the protruding reinforcing reinforcing bar 7 intersects with the anchor member 8 and the fixing reinforcing bar as the fixing member. Add reinforcing bars as needed. A mold is installed at the joint between the bridge pier housing 3 and the shaft compression member 4, concrete is filled into the mold and solidified, and a press for joining the bridge pier housing 3 and the cast-in-place member 6 as the shaft compression member 4 together. Concrete 5 is formed.

  In the case where there are a plurality of spot-casting members 6 to be constructed around the pier frame 3, even if the presser concrete 5 is configured to integrally connect the upper portions of the plurality of spot-casting members 6, each spot-casting member 6 The structure joined to the pier housing 3 every time may be sufficient. However, from the standpoint of working efficiency and preventing the shaft compression member 4 from being lifted up, it is desirable that the upper portions of the plurality of spot striking members 6 are joined together to the pier housing 3 to have a certain amount of weight.

  When the axial compression member 4 is a continuous member made in the field, excavating machine such as a small multiple auger for continuous member excavation is used to excavate a continuous groove around the pier frame 3 to the upper surface of the foundation footing 2. To do. A reinforcing member such as a reinforcing bar is inserted into the continuous groove as necessary, and concrete is placed and solidified to construct a continuous member. The joining of the bridge pier housing 3 and the upper part of the on-site continuous member as the axial compression member 4 is the same as the case where the axial compression member 4 is the on-site injection member 6.

  The shaft compression member 4 may be a ready-made member such as a steel pipe, a concrete-filled steel pipe, or a concrete member. Construction of these prefabricated members around the pier housing 3 as the axial compression member 4 is performed by placing a prefabricated member in the vertical hole after placing it with a small pile driver or forming a vertical hole up to the upper surface of the foundation footing 2 with a small earth auger. In other words, it may be a construction in which the space between the vertical hole and the ready-made member is consolidated. The joining of the bridge pier housing 3 and the ready-made member which is the shaft compression member 4 is the same as the case where the shaft compression member 4 is used as the on-site striking member 6.

  The arrangement of the shaft compression member 4 around the pier housing 3 may be arranged around the entire circumference of the pier housing 3, but in the case of a rectangular or oval shape that is most commonly seen as the cross-sectional shape of the large pier housing 3, it is long. It may be arranged only on the side. The axial compression members 4 arranged on both long sides are separated from the upper surface of the base footing 2 even when the axial compression member 4 on one long side is lifted by the vibration caused by the earthquake, and the shaft on the other long side. Since the lower end of the compression member 4 is surely brought into contact with the upper surface of the foundation footing 2 and the function of reliably transmitting the axial compressive load to the foundation footing 2 is maintained, the seismic reinforcement with high earthquake resistance is achieved.

An example in which the shaft compression member 4 is the on-site striking member 6 will be described for the seismic reinforcement construction procedure of the pier 1 of the present invention.
(1) A small earth auger for forming a vertical hole for a cast-in-place member is installed on the ground portion around the pier housing 3 so that a plurality of vertical holes around the pier housing 3 reach the upper surface of the foundation footing 2. Drilling into.
(2) Reinforcing bar rods are inserted into the plurality of excavated vertical holes, concrete is placed, and the on-site cast member 6 is constructed.
(3) When a part of the reinforcing steel bar 7 protrudes from the upper end of the cast-in-place member 6 and the pier body 3 is reinforced concrete, the reinforcing steel bars in the pier body 3 are to be joined to the place where the ground portion of the pier body 3 is to be joined. The anchor member 8 as a fixing member is fixed while avoiding the interference.
(4) The head of the anchor member 8 as a fixing member fixed to the ground portion of the pier housing 3 and the reinforcing reinforcing bar 7 protruding from the upper end of the spot striking member 6 as the shaft compression member 4 are crossed, if necessary. Add reinforcing bars.
(5) A formwork is installed at the joint between the pier housing 3 and the upper portion of the on-site cast member 6, and concrete is placed and solidified to construct the presser concrete 5.

(A) (b) It is a figure which shows embodiment of this invention. It is a figure which shows embodiment of this invention.

Explanation of symbols

1: bridge pier 2: foundation footing 3: pier frame 4: shaft compression member 5: presser concrete 6: cast-in-place member 7: reinforcing bar 8: anchor member

Claims (7)

In the seismic strengthening structure of the pier composed of the pier frame standing on the foundation footing, an axial compression member that reaches the foundation footing from the ground part is arranged along the periphery of the pier frame, and the upper part of the axial compression member is above the ground. Seismic reinforcement structure for bridge piers, which is fixed to the pier frame by fixing means. The method for seismic reinforcement of a bridge pier according to claim 1, wherein the shaft compression member is one or a plurality of spot driving members. The method for seismic reinforcement of a pier according to claim 1, wherein the axial compression member is a continuous member that is cast on-site. 2. The method of seismic reinforcement of a pier according to claim 1, wherein the shaft compression member is one or a plurality of ready-made members such as a concrete member, a steel pipe, and a concrete-filled steel pipe. The pier reinforcement structure according to any one of claims 1 to 4, wherein a fixing member fixed to the pier housing is used as the fixing means. 6. The seismic reinforcement structure for a pier according to any one of claims 1 to 5, wherein the shaft compression member is disposed on a long side of the pier skeleton when the pier skeleton is rectangular or oval in cross section. A shaft compression member that reaches the foundation footing from the ground part is constructed along the periphery of the pier frame standing on the foundation footing, and the fixing member is fixed to the ground part of the pier frame, and the fixing member and the shaft compression member are fixed. A construction method for seismic reinforcement of a bridge pier, characterized in that the upper part of the bridge is integrally connected with a solidifying material such as concrete.

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