JP2016056524A - Seismic reinforcement structure for existing building and seismic reinforcement method for existing building - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a seismic reinforcement structure for an existing building and a seismic reinforcement method for an existing building that suppress decline in unity between a plurality of shaft members or a steel member and a concrete body, while maintaining high workability when fitting the steel member on the plurality of shaft members inserted into an existing building.SOLUTION: A seismic reinforcement structure for an existing building includes: a plurality of shaft members 22 having a tip part inserted into the existing building; a steel member 23 having a plurality of insertion holes 28 into which a base end part of the plurality of the shaft members 22 may be loosely inserted; a holding part 31 fitted on the base end part of the shaft material 22A inserted into the insertion hole 28A, for holding the steel member 23; a stopper member 34 disposed on the base end part of the shaft member 22B inserted into the insertion hole 28B, at a location closer to the base end than the steel member 23; and a concrete body 24 enclosing the steel member 23 inside and unified with the existing building.SELECTED DRAWING: Figure 3

Description

  The present invention relates to a seismic reinforcement structure for existing buildings and a seismic reinforcement method for existing buildings.

  Conventionally, as a seismic reinforcement method for existing buildings, after inserting multiple anchor bolts into the pillars and beams of the existing building and fixing the long steel plates to the anchor bolts with nuts from both sides, There is one that joins a concrete body with a steel plate to an existing building by placing concrete around it (for example, Patent Document 1).

JP-A-10-152997

  By the way, in existing buildings, the position of columns and beams is different from the design drawing, or there are places where anchor bolts can not be inserted due to built-in reinforcing bars etc., so anchor bolts can not be installed at planned positions Sometimes. Even if the anchor bolt is inserted at a planned position, the inserted anchor bolt may be inclined with respect to the outer surface of the column or beam, and the position of the base end portion to which the nut is attached may be displaced.

  On that point, when forming the insertion hole for inserting the anchor bolt into the steel plate, if the insertion hole is formed larger, the position where the anchor bolt is inserted may be shifted on the site or the anchor bolt may be inclined. Since the base end portion of the anchor bolt can be easily inserted into the insertion hole formed in advance in the steel plate, the workability on site is good.

  However, if the insertion hole is made excessively larger than the diameter of the anchor bolt, when the concrete is placed by pinching with a nut, a cavity in which the concrete is not placed remains in the insertion hole, and the concrete body of the anchor bolt and the steel material remains. There is a problem that the unity with is reduced.

  The present invention has been made paying attention to such problems existing in the prior art. The purpose of the existing building is to prevent deterioration of the integrity of the shaft material and the steel material with the concrete body while ensuring good workability when attaching the steel material to the multiple shaft materials inserted into the existing building. Another object is to provide a seismic reinforcement structure and a seismic reinforcement method for existing buildings.

Hereinafter, means for solving the above-described problems and the effects thereof will be described.
The seismic reinforcement structure of the existing building that solves the above problems is a steel material having a plurality of shaft members into which the tip ends are inserted into the existing building, and a plurality of insertion holes through which the base end portions of the plurality of shaft materials can penetrate, Attached to the base end portion of the one shaft member inserted through the insertion hole, and a clamping portion for sandwiching the steel material, and the base end portion of the other shaft member inserted through the insertion hole, A retaining portion provided at a position closer to the base end than the steel material, and a concrete body that includes the steel material and is integrated with the existing building.

  According to this configuration, the steel material is properly positioned by clamping the steel material with the clamping part attached to a part of the shaft material, and the other shaft material is provided at a position closer to the base end than the steel material. The movement of the steel material toward the base end side can be restricted by the stopper. In addition, concrete does not enter the steel material insertion hole that is clamped by the clamping part, whereas concrete enters the shaft material insertion hole provided with a retaining part, so when the insertion hole is enlarged Moreover, the fall of the integrity with the concrete body of a shaft material and steel materials is suppressed rather than the case where a clamping part is attached to all the shaft materials. Therefore, by increasing the insertion hole to such an extent that the base end portion of the shaft material can penetrate freely, the shaft material can be secured while ensuring good workability when attaching steel materials to a plurality of shaft materials inserted into an existing building. And the fall of the integrity with the concrete body of steel materials can be controlled.

  In the seismic reinforcement structure of the existing building, three or more shaft members are inserted into the existing building and the steel member has three or more insertion holes, and the number of the shaft members provided with the retaining portions is the number of the shaft members. It is preferable that the number of the shaft members to which the clamping portion is attached is larger than the number of the shaft members.

  According to this configuration, by increasing the number of shaft members provided with the retaining portions more than the number of shaft members to which the sandwiching portions are attached, the number of insertion holes into which the concrete enters is increased, and the shaft material and the steel material The unity with the concrete body can be improved.

  The seismic reinforcement structure for an existing building that solves the above problems includes a plurality of shaft members into which distal ends are inserted into the existing building, a steel material having a plurality of insertion holes through which base end portions of the shaft members can pass freely, and the steel material. A concrete body integrated with the existing building, and the one shaft member inserted through the insertion hole is connected to the steel member by a sandwiching portion attached to the base end portion. The other shaft member inserted through the insertion hole is connected to the steel material by the concrete body filled in the insertion hole.

  According to this configuration, the steel material can be properly positioned by clamping the steel material with the clamping portions attached to some of the shaft members. In addition, concrete does not enter the steel material insertion hole that is clamped in the clamping part, whereas concrete enters the insertion hole in which the shaft member without the clamping part is inserted, so the insertion hole is filled. The shaft material and the steel material can be connected by the concrete body made. Therefore, by increasing the insertion hole to such an extent that the base end portion of the shaft material can penetrate freely, the shaft material can be secured while ensuring good workability when attaching steel materials to a plurality of shaft materials inserted into an existing building. And the fall of the integrity with the concrete body of steel materials can be controlled.

  The seismic reinforcement structure for an existing building that solves the above problems includes three or more shaft members into which the distal end portion is inserted into the existing building, and a steel material having three or more insertion holes through which the base end portion of the shaft member can penetrate, A concrete body that includes the steel material and is integrated with the existing building, and the three or more shaft members that are inserted through the insertion holes have a holding portion that holds the steel material at the base end portion. First shaft member to be attached, second shaft member provided with a retaining portion at a position closer to the proximal end than the steel material at the base end portion, and a third shaft not provided with the retaining portion and the clamping portion Material.

  According to this configuration, the steel material can be properly positioned by clamping the steel material with the clamping portions attached to some of the shaft members. In addition, concrete does not enter the steel material insertion hole sandwiched by the sandwiching part, whereas concrete enters the insertion hole through which the second shaft member and the third shaft member that are not provided with the sandwiching part are inserted. Therefore, the second shaft member, the third shaft member and the steel material can be connected by the concrete body filled in the insertion hole. Therefore, by increasing the insertion hole to such an extent that the base end portion of the shaft material can penetrate freely, the shaft material can be secured while ensuring good workability when attaching steel materials to a plurality of shaft materials inserted into an existing building. And the fall of the integrity with the concrete body of steel materials can be controlled.

  In the seismic reinforcement structure of the existing building, the shaft member is inserted into the shaft member disposed at a position where a tip portion is inserted into a column body and a beam body of the existing building, and the column body and the beam body intersect each other. It is preferable that a clamping part is attached.

  According to this configuration, the steel material is efficiently positioned with respect to the shaft material before placing the concrete by attaching the clamping portion to the shaft material arranged at the position where the column body and the beam body intersect to hold the steel material. can do.

  In the seismic strengthening structure of the existing building, the steel material constitutes a frame body arranged at a position along the column body and the beam body of the existing building, and the sandwiching portion is arranged at least at a corner portion of the frame body It is preferred that

  According to this configuration, when constituting a frame in which the steel material is arranged at positions along the pillars and beams of the existing building, the sandwiching portions are arranged at the corners of the frame before placing the concrete. In addition, the steel material can be efficiently positioned with respect to the shaft material.

  The seismic reinforcement method for an existing building that solves the above problems includes a shaft installation step of inserting the tip ends of a plurality of shaft members into the existing building, and a base end portion of the plurality of shaft members in a plurality of insertion holes provided in the steel material. A step of inserting the steel material by a holding portion attached to a base end portion of the one shaft member inserted through the insertion hole, and the other of the insertion member inserted through the insertion hole. At the base end portion of the shaft member, a retaining step for providing a retaining portion at a position closer to the base end than the steel material, and placing the concrete so as to surround the steel material at a position in contact with the existing building A process.

According to this structure, the same effect as the seismic reinforcement structure of the said existing building can be obtained.
The seismic reinforcement method for an existing building that solves the above problems includes a shaft installation step of inserting the tip ends of a plurality of shaft members into the existing building, and a base end portion of the plurality of shaft members in a plurality of insertion holes provided in the steel material. Each of the steel material, a clamping step of clamping the steel material by a clamping portion attached to a base end portion of the one shaft material inserted through the insertion hole, and a position of the steel material in contact with the existing building. Placing concrete so as to surround the periphery, and filling the insertion hole into which the other shaft member is inserted with concrete.

According to this structure, the same effect as the seismic reinforcement structure of the said existing building can be obtained.
The seismic reinforcement method for an existing building that solves the above problems includes a shaft material installation step in which the tip of three or more shaft members are inserted into the existing building, and three or more shaft members in three or more insertion holes provided in the steel material. An insertion step of inserting each of the base end portions, a holding step of holding the steel material by a holding portion attached to the base end portion of the one shaft member inserted through the insertion hole, and the holding portion are attached. In a base end portion of a shaft member different from the one shaft member, a retaining step of providing a retaining portion at a position closer to the base end than the steel material, and a part of the three or more shaft members, The insertion that is not pinched by the clamping part by placing concrete so as to surround the steel material at a position in contact with the existing building with the shaft member not provided with the retaining part and the clamping part remaining A placing step of filling the hole with concrete.

  According to this structure, the same effect as the seismic reinforcement structure of the said existing building can be obtained.

  ADVANTAGE OF THE INVENTION According to this invention, the fall of the integrity with the concrete body of a shaft material and steel materials can be suppressed, ensuring the workability at the time of attaching steel materials to the some shaft material inserted in the existing building favorably. .

The front view which shows typically one Embodiment of the earthquake-proof reinforcement structure of the existing building. Sectional drawing which shows the reinforcement part attached to the existing building. Sectional drawing which shows the reinforcement part attached to the existing building. The disassembled perspective view which shows the shaft material, steel material, retaining part, and clamping part which comprise a reinforcement part. Explanatory drawing which shows a mode that concrete is laid. (A) is a front view which shows the 1st modification of a reinforcement part, (b) is a front view which shows the 2nd modification of a reinforcement part, (c) is a front view which shows the 3rd modification of a reinforcement part. Sectional drawing which shows the 4th modification of a reinforcement part.

Hereinafter, embodiments of an earthquake-proof reinforcement structure for an existing building and an earthquake-proof reinforcement method for an existing building will be described with reference to the drawings.
As shown in FIG. 1, a reinforcing portion 21 for seismic reinforcement is connected to a column body 12 and a beam body 13 which are structures supporting an existing building 11. For example, the reinforcing portion 21 is formed in a rectangular frame shape so as not to block the openings 14 such as windows and doorways provided in the existing building 11. For example, as shown by a two-dot chain line in FIG. 1, the rectangular frame-shaped reinforcing portion 21 can be arbitrarily added according to the number of floors of the existing building 11 and the position of the column 12.

  As shown in FIG. 2, the reinforcing portion 21 includes a plurality of shaft members 22 into which the distal end portions are inserted into the column bodies 12 and the beam bodies 13 of the existing building 11, a steel material 23 attached to the base end portion of the shaft member 22, and A concrete body 24 that includes the steel material 23 and is integrated with the existing building 11. That is, the reinforcement part 21 is a steel-containing concrete body. The steel material 23 of the present embodiment is, for example, a long steel plate, and is appropriately joined according to the arrangement of the column body 12 and the beam body 13, so that the steel material 23 is positioned at a position along the column body 12 and the beam body 13 of the existing building 11. A frame body having a rectangular shape in front view is arranged. In addition, joining of the steel material 23 can also be performed by welding, and can also be performed by pinching | pinching with a volt | bolt and a nut.

  The reinforcing portion 21 may include a diagonal reinforcing member 25 provided so as to obliquely intersect the column body 12 and the beam body 13 as indicated by a two-dot chain line in FIG. The oblique reinforcing member 25 may be, for example, a concrete precast body that is covered with concrete except for both ends connected to the steel material 23, or functions as a vibration control device such as a telescopic rod-shaped oil damper. There may be.

  As shown in FIG. 3, the shaft member 22 is formed on the column 12 (or the beam member 13) of the existing building 11 so that the overall length (the length in the left-right direction in FIG. 3) is shorter than the shaft member 22. The distal end portion (left end portion in FIG. 3) is inserted into the insertion hole 15. At this time, the base end portion (right end portion in FIG. 3) of the shaft member 22 is in a mode of protruding from the column body 12 (or the beam body 13) of the existing building 11.

  The steel member 23 has a plurality of insertion holes 28 through which the base end portions of the plurality of shaft members 22 can pass. Prior to the attachment to the shaft member 22, the insertion hole 28 is formed with its position determined in advance based on the design drawing of the existing building 11. On the other hand, the insertion hole 15 into which the shaft member 22 is inserted is formed in the field so as to be provided at a position corresponding to the insertion hole 28 of the steel material 23, but the actual structure of the existing building 11 is designed. If it is different from the figure or a reinforcing bar or the like is built in, the formation position of the insertion hole 15 may deviate from the planned position. Further, when the forming angle of the insertion hole 15 is inclined with respect to the wall surface, the shaft member 22 inserted into the insertion hole 15 is inclined, and the position of the base end portion is shifted with respect to the insertion hole 28. There is.

  Therefore, the insertion hole 28 is larger than the shaft length of the shaft member 22 so that the shaft member 22 can be inserted even when the formation position of the insertion hole 15 is shifted or the shaft member 22 is inclined. The shaft member 22 is allowed to pass through. For example, when the diameter of the insertion hole 28 is D1 and the axis of the shaft member 22 is D2, when the shaft member 22 can be inserted into the insertion hole 28 with a clearance of about D1 = D2 + 2 mm, D1 = D2 + 20 mm. Ensure clearance. If it does so, even if the position of the base end part of the some shaft material 22 slip | deviates, it is possible to perform the attachment operation | work of the steel material 23 easily.

  And the clamping part 31 is attached to the base end part of the shaft material 22 (22A) inserted in 28 A of insertion holes which are some of the insertion holes 28 so that the steel material 23 may be clamped. The clamping part 31 is comprised by two sets of washers 32 and the nut 33, for example. In addition, when the clamping part 31 is comprised by the washer 32 and the nut 33, it is good for the shaft member 22A to be an anchor bolt having a male screw part corresponding to the female screw part formed on the nut 33 at the base end part. The washer 32 is sized to cover the opening of the insertion hole 28.

  The proximal end portion of the shaft member 22 (22B) different from the shaft member 22A inserted into the insertion hole 28B, which is a part of the insertion hole 28, has a retaining portion at a position closer to the proximal end than the steel material 23. 34 is provided. The retaining portion 34 includes, for example, a set of washers 32 and nuts 33. When the retaining portion 34 is configured by the washer 32 and the nut 33, the shaft member 22B may be an anchor bolt having a male screw portion corresponding to the female screw portion formed on the nut 33 at the base end portion.

  The number of shaft members 22B to which the retaining portions 34 are attached is preferably larger than the number of shaft members 22A to which the clamping portions 31 are attached. As an example, when a plurality of steel members 23 are joined together to form a frame body having a rectangular frame shape in a front view arranged at positions along the column body 12 and the beam body 13 of the existing building 11, The clamping part 31 is arrange | positioned only at a corner | angular part. As another example, in addition to the corner portion of the frame body, the clamping portion 31 is provided in a part of the plurality of shaft members 22 arranged in the longitudinal direction of the column body 12 or the beam body 13. Thus, when the steel material 23 comprises a frame, in order to position appropriately on construction, such as providing the clamping part 31 in 58 shaft materials 22A with respect to 162 shaft materials 22, shaft material 22 is provided, for example. It is preferable that about 10 to 40% of the whole is the shaft member 22A to which the clamping portion 31 is attached.

  The washer 32 and the nut 33 are not attached to a part of the shaft member 22 inserted through the insertion hole 28. As described above, the shaft member 22 that is not connected to the steel member 23 by the washer 32 and the nut 33 is referred to as a shaft member 22C, and the insertion hole 28 through which the shaft member 22C is inserted is referred to as an insertion hole 28C. The shaft member 22C does not have to be provided with a male thread portion, but is preferably configured in the same manner as the shaft members 22A and 22B in order to share parts with the shaft members 22A and 22B.

  As described above, the three or more shaft members 22 inserted through the insertion hole 28 include the first shaft member 22A in which the clamping portion 31 that sandwiches the steel material 23 is attached to the base end portion, and the base end portion is more base than the steel material 23. It includes a second shaft member 22B in which the retaining portion 34 is provided at a position near the end, and a third shaft member 22C in which the retaining portion 34 and the clamping portion 31 are not provided.

  When the steel material 23 is a steel plate, it is preferable to arrange a plurality of hoop bars 27 connected by a connecting member 26 on the outer periphery of the steel plate. In this case, the base end portion of the shaft member 22 to which the washer 32 and the nut 33 are attached is disposed at a position surrounded by the hoop muscle 27.

Next, the seismic reinforcement method for the existing building 11 will be described.
In forming the reinforcing portion 21, first, three or more insertion holes 15 are formed in the column body 12 and the beam body 13 of the existing building 11. Further, three or more insertion holes 28 (28A, 28B, 28C) are previously formed in the steel material 23 at predetermined positions, and the hoop bars 27 are attached to the steel material 23 via the connecting members 26.

  Next, as shown in FIG. 4, the shaft member 22 is inserted into the insertion hole 15 so that the base end portion of the shaft member 22 protrudes from the column body 12 and the beam body 13. 22 is installed (shaft material installation process). A set of washers 32 and nuts 33 are attached to the shaft member 22 </ b> A which is a part of the shaft member 22.

  Subsequently, the steel material 23 is suspended by a crane or the like, and the base end portions of the plurality of shaft members 22 (22A, 22B, 22C) are respectively inserted into the plurality of insertion holes 28 (28A, 28B, 28C) provided in the steel material 23. Insert (insertion process).

  Further, a set of washers 32 and nuts 33 are further attached to the shaft member 22A, and the nuts 33 forming a pair with the steel member 23 interposed therebetween are fastened, whereby the base end portion of the shaft member 22A inserted through the insertion hole 28 is secured. The steel material 23 is clamped by the clamping part 31 attached to (a clamping process), and the shaft material 22A and the steel material 23 are connected. At this time, the steel member 23 is fixed to the base end portion of the shaft member 22 by a washer 32 and a nut 33 constituting the sandwiching portion 31 so as to be disposed at a position away from the column body 12 and the beam body 13.

  Also, a set of washers 32 and nuts 33 are attached to the shaft member 22 </ b> B closer to the base end side than the steel material 23. That is, the retaining portion 34 is provided at a position closer to the proximal end than the steel material 23 at the proximal end portion of the shaft member 22B inserted through the insertion hole 28 (a retaining step). As a result, the steel material 23 is prevented from being detached by the washer 32 and the nut 33 constituting the retaining portion 34 so as not to fall off the shaft member 22B.

  The washer 32 and the nut 33 are not attached to the shaft member 22C. Moreover, when attaching the some steel material 23 to the shaft material 22, while connecting each steel material 23 to the shaft material 22 similarly with the washer 32 and the nut 33, the steel materials 23 are brought together and joined.

  When the installation of all the steel materials 23 is completed, as shown in FIG. 5, a formwork for placing concrete on the outer surface side of the column 12 (or the beam 13) so as to surround the steel 23 and the hoop bars 27. 16 is attached. Then, as shown by a two-dot chain line in FIG. 5, in a state in which the shaft member 22 </ b> C where the retaining portion 34 and the clamping portion 31 are not provided is left in a part of the three or more shaft members 22. Concrete is poured into the interior, and the concrete is placed so as to surround the periphery of the steel material 23 at a position in contact with the existing building 11 (placement process).

  At this time, by placing the tip of the concrete placing hose 17 between the outer surface of the existing building 11 and the steel material 23 and pouring the concrete into the mold 16, the washer 32 and the nut 33 of the insertion holes 28 </ b> B and 28 </ b> C are formed. When the concrete enters through the opening on the side not attached, the concrete is also filled into the insertion hole 28.

  Then, after the placed concrete is hardened to become the concrete body 24, the mold 16 is removed. Thereby, shaft material 22B, 22C is connected with steel material 23 via concrete body 24 with which insertion hole 28B, 28C was filled. Then, if necessary, surface treatment of the concrete body 24, such as spraying of an exterior material, is performed, and the reinforcement part 21 is completed.

Next, the effect | action of the seismic reinforcement structure of the existing building 11 in this embodiment and the seismic reinforcement method of the existing building is demonstrated.
When the diameter of the insertion hole 28 is D1 and the axis of the shaft member 22 is D2, for example, D1-D2 ≧ 20 mm. It becomes easy to insert the shaft member 22 into the provided insertion hole 28.

  In particular, when the reinforcing part 21 is provided in the existing building 11, the position of the insertion hole 28 arranged based on the design drawing and the position of the shaft member 22 installed in the field often vary. Further, when the number of the insertion holes 28 is three or more in the longitudinal direction, a positional shift in the direction intersecting the longitudinal direction may occur, and the number of the insertion holes 28 may be a large number such as four or more. Therefore, it is difficult to adjust the position error for each insertion hole 28 with a clearance of about 2 mm.

  In that respect, when forming the insertion hole 28 through which the shaft member 22 is inserted into the steel material 23, if the insertion hole 28 is formed larger than the diameter of the shaft member 22, the position of inserting the shaft member 22 may be shifted, Even if the shaft member 22 is inserted while being inclined with respect to the wall surface, the shaft member 22 can be easily inserted into the plurality of insertion holes 28.

  However, if the insertion hole 28 is excessively larger than the diameter of the shaft member 22, when concrete is placed while being sandwiched between the washer 32 and the nut 33, a cavity in which concrete is not placed remains in the insertion hole 28. The integrity of the steel material 23 and the concrete body 24 may be reduced.

  That is, if the inside of the insertion hole 28 is hollow when the existing building 11 and the reinforcing portion 21 vibrate in a direction intersecting the axial direction of the shaft member 22 due to an earthquake or the like, a force exceeding the clamping force by the clamping portion 31 is generated. When acting, there is a possibility that sufficient force cannot be transmitted between the shaft member 22 and the steel member 23. The direction intersecting with the axial direction includes not only the direction orthogonal to the axial direction but also the direction intersecting obliquely with respect to the axial direction.

  In that respect, since at least one of the openings of the insertion holes 28B and 28C is opened, the insertion holes 28B and 28C are also filled with concrete in the placing step, and the shaft members 22B and 22C and the steel material are interposed via the concrete body 24. 23 is integrated. That is, the force acting in the direction intersecting the axial direction on the shaft members 22B and 22C can be transmitted to the steel member 23 through the concrete body 24 filled in the insertion holes 28B and 28C. The reinforcing effect by is sufficiently exhibited.

  If the number of insertion holes 28B and 28C through which the shaft members 22B and 22C are inserted is larger than the number of insertion holes 28A through which the shaft member 22A is inserted, the number of insertion holes 28 in which the inside is hollow is reduced. 23 and the concrete body 24 can be improved in integration, which is preferable.

  On the other hand, when the existing building 11 vibrates in the axial direction of the shaft member 22 due to an earthquake or the like, the displacement of the existing building 11 is transmitted to the steel member 23 through the shaft member 22. At this time, even if the shaft member 22A is loosely inserted in the insertion hole 28A in a mode with a margin, and a cavity remains in the insertion hole 28A after placing the concrete, the force acting in the axial direction on the shaft member 22A is It can be transmitted to the steel material 23 via the clamping part 31.

  Further, also in the shaft member 22B, when a force acts in a direction in which the existing building 11 is separated from the steel material 23 along the axial direction, the steel material 23 is locked by the retaining portion 34, and the steel material 23 is attached to the existing building 11. In order to follow the displacement, the seismic effect by the reinforcing portion 21 can be exhibited.

  As described above, the shaft member 22B and the shaft member 22C have the same earthquake resistance with respect to the force acting in the direction intersecting the axial direction, but the shaft member 22B is earthquake resistant against the force acting in the axial direction more than the shaft member 22C. High effect. For this reason, if the shaft member 22B is not provided or the number of the shaft members 22B is reduced, the shaft member 22A may be arranged in place of the shaft member 22B in order to supplement the earthquake resistance in the axial direction.

  The shaft member 22A is necessary for positioning the steel material 23 with respect to the shaft material 22 before placing the concrete. Therefore, at least the end portion in the longitudinal direction of the steel material 23 and the joint portion between the steel materials 23 are positioned. It is necessary to install it at a key point.

  One opening of the insertion hole 28B is blocked by a washer 32 and a nut 33 that function as a retaining member for the steel material 23. Therefore, when the concrete is poured from the opening side that is not blocked (the existing building 11 side), the insertion hole 28B is inserted. Concrete tends to enter the hole 28B. And when concrete is poured from the existing building 11 side rather than the steel material 23 in this way, the steel material 23 is pushed toward the base end side of the shaft member 22 by the flowing concrete, but on the base end side of the shaft members 22A and 22B. The movement of the steel material 23 toward the base end side is restricted by the provided nut 33. Therefore, even when the clamping part 31 is provided only in a part of the shaft member 22, the occurrence of a situation in which the steel material 23 moves to the proximal end side and falls off the shaft member 22 is suppressed.

  Further, in the shaft members 22B and 22C, the number of attachments of the washers 32 and the nuts 33 is smaller than that of the shaft members 22A, so that the work for attaching the washers 32 and the nuts 33 is reduced. In particular, the base end portion of the shaft member 22 to which the washer 32 and the nut 33 are attached is difficult to work because it is located in the position surrounded by the hoop muscle 27. If the number of washers 32 and nuts 33 is reduced, the working time is reduced. It becomes possible to shorten.

  In particular, the number of shaft members 22C that are not provided with the sandwiching portions 31 and the retaining portions 34 may be greater than the number of shaft members 22A that include the sandwiching portions 31 and the number of shaft members 22B that include the retaining portions 34. It is preferable to increase the number of 22C more than the total number of the shaft member 22A and the shaft member 22B because the working time can be further shortened.

According to the embodiment detailed above, the following effects are exhibited.
(1) By sandwiching the steel material 23 with the clamping portion 31 attached to a part of the shaft material 22A, the steel material 23 is appropriately positioned, and the other shaft material 22B is closer to the base end than the steel material 23. The provided retaining portion 34 can restrict the movement of the steel material 23 toward the base end side. In addition, concrete does not enter the insertion hole 28A of the steel material 23 sandwiched by the sandwiching portion 31, whereas the concrete enters the insertion hole 28B of the shaft member 22 provided with the retaining portion 34. Therefore, even when the insertion hole 28 is enlarged, a decrease in the integrity of the shaft member 22 and the steel member 23 with the concrete body 24 is suppressed as compared with the case where the clamping portions 31 are attached to all the shaft members 22. Therefore, by making the insertion hole 28 large enough to allow the base end portion of the shaft member 22 to pass through, the workability when attaching the steel material 23 to the plurality of shaft members 22 inserted into the existing building 11 is ensured satisfactorily. However, the deterioration of the integrity of the shaft member 22 and the steel member 23 with the concrete body 24 can be suppressed.

  (2) By increasing the number of shaft members 22B on which the retaining portions 34 are provided to be larger than the number of shaft members 22A to which the sandwiching portions 31 are attached, the number of insertion holes 28 into which the concrete enters is increased. The integrity of the 22 and the steel material 23 with the concrete body 24 can be enhanced.

  (3) The steel material 23 can be appropriately positioned by clamping the steel material 23 with the clamping portions 31 attached to some of the shaft members 22A. In addition, concrete does not enter the insertion hole 28A of the steel material 23 sandwiched between the sandwiching portions 31, whereas the shaft members 22B and 22C without the sandwiching portion 31 are inserted into the insertion holes 28B and 28C. Concrete enters. Therefore, the shaft members 22B, 22C and the steel material 23 can be connected by the concrete body 24 filled in the insertion holes 28B, 28C. Therefore, by making the insertion hole 28 large enough to allow the base end portion of the shaft member 22 to pass through, the workability when attaching the steel material 23 to the plurality of shaft members 22 inserted into the existing building 11 is ensured satisfactorily. However, the deterioration of the integrity of the shaft member 22 and the steel member 23 with the concrete body 24 can be suppressed.

  (4) The steel material 23 is attached to the shaft material 22 before placing the concrete by attaching the clamping portion 31 to the shaft material 22 arranged at the position where the column body 12 and the beam body 13 intersect to hold the steel material 23. Can be positioned efficiently.

  (5) When the steel material 23 constitutes a frame body arranged at a position along the column 12 and the beam body 13 of the existing building 11, by placing the clamping portions 31 at the corners of the frame body, Prior to installation, the steel material 23 can be efficiently positioned with respect to the shaft material 22.

(Example of change)
In addition, the said embodiment can also be changed and actualized as follows.
-The number and arrangement | positioning of the diagonal reinforcement member 25 provided in the reinforcement part 21 can be changed arbitrarily.

  For example, as in the first modified example shown in FIG. 6A, the arrangement of the two oblique reinforcing members 25 may be changed in the reinforcing portion 21, or in the second modified example shown in FIG. Thus, the diagonal reinforcing member 25 provided in the reinforcing portion 21 may be one, or as shown in FIG. 6C, the diagonal reinforcing member 25 is inclined so as to expose the entrance / exit which is the opening 14. A reinforcing member 25 may be disposed.

-The steel material 23 built in the reinforcement part 21 is not restricted to a steel plate, For example, it can change arbitrarily, such as H-section steel, I-section steel, groove type steel, and angle steel.
For example, as in the fourth modification shown in FIG. 7, if an H-shaped steel is used as the steel material 23, a high proof stress can be exerted against stresses such as tension, bending, and compression. In addition, when H-section steel is used as the steel material 23, the oblique reinforcing member 25 and the hoop bars 27 may not be provided. In this case, fibers such as vinylon fiber and stainless fiber may be added to the concrete body 24.

  The diameter of the insertion hole 28A for inserting the shaft member 22A may be smaller than the diameter of the insertion holes 28B and 28C for inserting the shaft members 22B and 22C. According to this configuration, the cavity formed in the insertion hole 28 when the concrete is placed can be reduced by clamping the clamping part 31.

  -The diameter D1 of the insertion hole 28 can be arbitrarily changed according to the number of the insertion holes 28 and the shaft members 22, but if 10mm≤D1, the insertion hole 28 is easily filled with concrete. ,preferable. Further, if D1 ≦ 30 mm or so, it is possible to substantially correspond to an error in the position of the insertion hole 28, and therefore it is preferable to satisfy 10 mm ≦ D1 ≦ 30 mm. Note that, as in the above-described embodiment, the arrangement interval of the shaft members 22 such as post-installed anchors installed in the existing building 11 for seismic reinforcement is approximately 5.5 times the shaft diameter. If the diameter is 20 mm, the distance between the two shaft members 22 is about 90 mm. Therefore, in order not to interfere with the two insertion holes 28 through which the two adjacent shaft members 22 are inserted, it is necessary to satisfy D1 ≦ 100 mm.

  -The shaft member 22C and the insertion hole 28C may not be provided, and the clamping portion 31 or the retaining portion 34 may be provided on all the shaft materials 22. In this case, the number of the insertion holes 28 and the shaft members 22 can be changed to an arbitrary number of 2 or more.

  The shaft member 22B and the insertion hole 28B are not provided, and a part of the shaft member 22A inserted through the insertion hole 28 is connected to the steel material 23 by the clamping portion 31 attached to the base end portion, and is inserted into the insertion hole 28C. The other shaft member 22C may be connected to the steel member 23 by the concrete body 24 filled in the insertion hole 28C. In this case, the number of the insertion holes 28 and the shaft members 22 can be changed to an arbitrary number of 2 or more. Moreover, when employ | adopting this structure, in the earthquake-proof reinforcement method of the existing building mentioned above, the retaining step can be omitted.

  According to this configuration, the steel material 23 can be properly positioned by clamping the steel material 23 with the clamping portions 31 attached to some shaft materials 22A. In addition, concrete does not enter the insertion hole 28A of the steel material 23 sandwiched by the sandwiching portion 31, whereas concrete enters the insertion hole 28C through which the shaft member 22C without the sandwiching portion 31 is inserted. Therefore, the shaft member 22C and the steel material 23 can be connected by the concrete body 24 filled in the insertion hole 28C. Therefore, by making the insertion hole 28 large enough to allow the base end portion of the shaft member 22 to penetrate freely, the workability when attaching the steel material to the plurality of shaft members 22 inserted into the existing building 11 is ensured satisfactorily. On the other hand, the deterioration of the integrity of the shaft material 22 and the steel material 23 with the concrete body 24 can be suppressed.

  The reinforcing portion 21 is not necessarily limited to the frame body arranged along the pair of column bodies 12 and the pair of beam bodies 13, for example, has a long shape so as to follow only the column bodies 12 or only the beam bodies 13. Alternatively, it may be formed in a cross shape or an L shape having one intersection where the column body 12 and the beam body 13 intersect. Further, the reinforcing portion 21 may have two or three intersecting portions where the column body 12 and the beam body 13 intersect. In addition, when the reinforcement part 21 makes elongate shape, it is preferable to provide the clamping part 31 in the shaft material 22 located in the both ends, and the reinforcement part 21 cross | intersects that the column body 12 and the beam body 13 cross | intersect. In the case of being arranged along the part, it is preferable to attach the clamping part 31 to the shaft member 22 arranged at least at a position where the column body 12 and the beam body 13 intersect.

  -You may provide the through-hole which does not penetrate the shaft material 22 in the steel material 23. FIG. According to this configuration, the integrity of the steel material 23 and the concrete body 24 can be enhanced by filling the through hole with concrete.

  The clamping part 31 and the retaining part 34 may be configured by other than the washer 32 and the nut 33. For example, a dedicated member in which the washer 32 and the nut 33 are integrated may be used. Further, a cap-shaped retaining portion may be provided at the proximal end of the shaft member 22, or the retaining portion may be formed by bending the proximal end of the shaft member 22.

  In the existing building 11, the shaft member 22 is not limited to the column body 12 and the beam body 13. For example, the shaft member 22 is inserted into an arbitrary structure designed to bear structural strength such as a structural wall. A reinforcing part 21 may be provided.

  DESCRIPTION OF SYMBOLS 11 ... Existing building, 12 ... Column, 13 ... Beam, 22 ... Shaft, 22A ... First shaft, 22B ... Second shaft, 22C ... Third shaft, 23 ... Steel, 24 ... Concrete body, 28, 28A, 28B, 28C ... insertion hole, 31 ... clamping part, 34 ... retaining part.

The diameter D1 of the insertion hole 28 can be arbitrarily changed according to the number of the insertion holes 28 and the shaft members 22, but if 10 mm ≦ (D1-D2) , concrete is inserted in the insertion hole 28. It is preferable because it is easily filled. Further, if (D1-D2) ≦ 30 mm or so, it is possible to substantially correspond to an error in the position of the insertion hole 28, and therefore it is preferable to satisfy 10 mm ≦ (D1-D2) ≦ 30 mm. Note that, as in the above-described embodiment, the arrangement interval of the shaft members 22 such as post-installed anchors installed in the existing building 11 for seismic reinforcement is approximately 5.5 times the shaft diameter. If the diameter is 20 mm, the distance between the two shaft members 22 is about 90 mm. Therefore, in order not to interfere with the two insertion holes 28 through which the two adjacent shaft members 22 are inserted, it is necessary to satisfy D1 ≦ 100 mm.

Claims (9)

A plurality of shaft members whose tip is inserted into an existing building;
A steel material having a plurality of insertion holes through which the base end portion of the shaft material can pass freely;
A clamping part that is attached to the base end part of the one shaft member inserted through the insertion hole and clamps the steel material;
In the base end portion of the other shaft member inserted through the insertion hole, a retaining portion provided at a position closer to the base end than the steel material,
A concrete body that includes the steel material therein and is integrated with the existing building;
A seismic reinforcement structure for existing buildings. Three or more shaft members are inserted into the existing building and the steel member has three or more insertion holes,
The seismic reinforcement structure for an existing building according to claim 1, wherein the number of shaft members provided with the retaining portions is greater than the number of shaft members to which the clamping portions are attached. A plurality of shaft members whose tip is inserted into an existing building;
A steel material having a plurality of insertion holes through which the base end portion of the shaft material can pass freely;
A concrete body that includes the steel material therein and is integrated with the existing building;
With
One shaft member inserted into the insertion hole is connected to the steel material by a clamping portion attached to the base end, and the other shaft member inserted into the insertion hole is inserted into the insertion hole. A seismic reinforcement structure for an existing building connected to the steel material by the filled concrete body. 3 or more shaft members whose tip is inserted into an existing building,
A steel material having three or more insertion holes through which the base end portion of the shaft material can pass freely;
A concrete body that includes the steel material therein and is integrated with the existing building;
With
The three or more shaft members inserted into the insertion holes are a first shaft member in which a sandwiching portion for sandwiching the steel material is attached to the base end portion, and a position closer to the base end than the steel material in the base end portion. A seismic reinforcement structure for an existing building, comprising: a second shaft member provided with a retaining portion; and a third shaft member not provided with the retaining portion and the clamping portion. The shaft member has a tip inserted into the column and beam of the existing building,
The seismic reinforcement structure for an existing building according to any one of claims 1 to 4, wherein the clamping portion is attached to the shaft member arranged at a position where the column body and the beam body intersect. The said steel material comprises the frame arrange | positioned in the position along the pillar and beam body of the said existing building, The said clamping part is arrange | positioned at least at the corner | angular part of the said frame. The seismic reinforcement structure for an existing building according to any one of the above. A shaft material installation process in which the tip of a plurality of shaft materials is inserted into an existing building,
An insertion step of inserting the base end portions of the plurality of shaft members into a plurality of insertion holes provided in the steel material, and
A sandwiching step of sandwiching the steel material by a sandwiching portion attached to a base end portion of the one shaft member inserted through the insertion hole;
In the base end portion of the other shaft member inserted through the insertion hole, a retaining step of providing a retaining portion at a position closer to the base end than the steel material,
A placing step of placing concrete so as to surround the steel material at a position in contact with the existing building;
A seismic reinforcement method for existing buildings. A shaft material installation process in which the tip of a plurality of shaft materials is inserted into an existing building,
An insertion step of inserting the base end portions of the plurality of shaft members into a plurality of insertion holes provided in the steel material, and
A sandwiching step of sandwiching the steel material by a sandwiching portion attached to a base end portion of the one shaft member inserted through the insertion hole;
Placing concrete so as to surround the steel material at a position in contact with the existing building, and placing the concrete into the insertion hole through which the other shaft material is inserted, and
A seismic reinforcement method for existing buildings. A shaft material installation step of inserting the tip of three or more shaft materials into an existing building;
An insertion step of inserting the base end portions of the three or more shaft members into three or more insertion holes provided in the steel material,
A sandwiching step of sandwiching the steel material by a sandwiching portion attached to a base end portion of the one shaft member inserted through the insertion hole;
A retaining step of providing a retaining portion at a position closer to the base end than the steel material at a base end portion of the shaft member different from the one shaft member to which the clamping portion is attached,
Concrete is cast so as to surround the steel material at a position in contact with the existing building in a state where the shaft member not provided with the retaining portion and the clamping portion is left in a part of the three or more shaft members. And placing the concrete into the insertion hole that is not sandwiched between the clamping parts;
A seismic reinforcement method for existing buildings.