JP2011069171A - Method for forming base-isolated building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To surely and economically suppress an adverse effect on a laminated rubber bearing. <P>SOLUTION: In a process in which the laminated rubber bearing 1 constituted by providing laminated rubber 1B between upper and lower panels 1A and 1C is incorporated into a building so that a base-isolated building can be formed, a restraining plate 3 for bearing vertical and horizontal loads acting on the laminated rubber bearing 1 is attached across the upper and lower panels 1A and 1C of the laminated rubber bearing 1 through bolt connection; and the tightening of a bolt 6 by the bolt connection is performed while bringing about a frictional force preventing the action of the horizontal load from causing sliding and allowing the action of the vertical load to bring about the sliding, when the vertical load is higher than the horizontal one. <P>COPYRIGHT: (C)2011,JPO&amp;INPIT

Description

  The present invention relates to a method for forming a base-isolated building by forming a base-isolated building by incorporating a laminated rubber support formed by providing a laminated rubber between upper and lower panels into a building.

When a laminated rubber bearing is incorporated into a building as a result of new construction or renovation, if the laminated rubber bearing is deformed in the process, there is a risk that normal seismic isolation performance cannot be exhibited after completion. Therefore, it is preferable to constrain the laminated rubber bearing so that it does not deform during the period until the building is completed.
Conventionally, as a method of forming this type of base-isolated building, in the process of incorporating a laminated rubber bearing into a building, a constraint that bears a vertical load such as an upper building weight acting on the laminated rubber bearing and a horizontal load such as a torsional force. There has been a method in which the working plate is fixed over the upper panel and the lower panel of the laminated rubber support with bolts. (For example, see Patent Document 1)

Japanese Patent Laid-Open No. 11-172955 (FIG. 2)

According to the conventional seismic isolation building forming method described above, the tightening strength of the bolts is not particularly stipulated, so there are individual differences in the joint strength depending on the person installing it, and the strength of the restraining plate is efficiently demonstrated. There was something I couldn't do.
That is, when the bolt is tightened strongly, all of the vertical load and the horizontal load acting on the laminated rubber bearing flow to the restraining plate, so there is a concern that the strength of the plate will be insufficient, and the effective cross-sectional area Large, high-strength plates must be used. Therefore, since the weight of the restraining plate increases, there are problems that the mounting workability is lowered and the cost is increased.
On the other hand, when the bolts are tightened weakly, there is a problem that the laminated rubber bearings are not sufficiently restricted and the laminated rubber bearings are deformed by the vertical load or the horizontal load.
As described above, according to the conventional method, there is a problem that the reliability of the protection of the laminated rubber bearing is poor, the installation work efficiency of the restraining plate is low, and the cost is likely to be high.

  Accordingly, an object of the present invention is to provide a seismic isolation building forming method that can be more reliably and economically implemented in solving the above-described problems and suppressing adverse effects on laminated rubber bearings.

  A first characteristic configuration of the present invention is a vertical load that acts on a laminated rubber bearing in a process of forming a base-isolated building by incorporating a laminated rubber bearing formed by providing laminated rubber between upper and lower panels into a building. And a restraining plate that bears the horizontal load are attached across the upper panel and the lower panel of the laminated rubber bearing by bolt joining, and the bolt tightening by the bolt joining is performed when the vertical load is greater than the horizontal load. It is in a state in which it does not slide by the action of the horizontal load and a frictional force that slides by the action of the vertical load is obtained.

According to the first characteristic configuration of the present invention, when the vertical load is larger than the horizontal load, the bolt that attaches the restraining plate to the laminated rubber bearing is not slid by the action of the horizontal load, and Since the frictional force that slides due to the action of the vertical load is obtained, the restraining plate can exert its strength against the action of the horizontal load, and it is possible to more reliably prevent the laminated rubber bearing from being deformed. it can.
In addition, since the laminated rubber bearing originally has sufficient strength against the action of the vertical load, even if the vertical load acts on the laminated rubber bearing in the building construction process, there is no adverse effect.
In addition, the bolts are tightened so that the frictional force at the joint between the laminated rubber bearing and the restraint plate is such that the joint slides against the action of the vertical load. It will not be burdened with the plate for the work. That is, since it receives a vertical load in a state of being distributed to both the restraining plate and the laminated rubber bearing, the thickness and strength of the plate can be lowered to an appropriate value accordingly, in addition to the reduction of the material cost, It is possible to improve the mounting workability by reducing the weight.

  According to a second characteristic configuration of the present invention, the tightening management of the bolt is performed by a torque wrench.

  According to the second characteristic configuration of the present invention, since the tightening strength of the bolt can be quantitatively managed by the torque wrench, the necessary joining frictional force can be secured easily and accurately, and the restraint plate can be attached. Workability and mounting performance can be improved.

  According to a third characteristic configuration of the present invention, the bolt insertion hole related to the bolt joint is formed as a vertically long loose hole.

According to the third characteristic configuration of the present invention, when the laminated rubber bearing and the restraining plate slide with the action of the vertical load on the laminated rubber bearing, the bolts are inserted in the bolt insertion holes (longitudinal loose holes). The bolt can be relatively moved along the longitudinal direction (longitudinal direction), and the sliding of the joint portion can be allowed smoothly. Therefore, it is easy to prevent the stress from being concentrated due to the bolt pressing against one place on the inner peripheral surface of the bolt insertion hole.
Moreover, compared with making a bolt insertion hole into a large diameter circular loose hole, the cross-sectional defect | deletion of a restraint plate can be decreased and a strength reduction can be suppressed.

  According to a fourth characteristic configuration of the present invention, the laminated rubber bearing is attached to a stigma of a built-up column in the reverse driving method.

A horizontal load is easily applied to the structural pillar installed at the retaining wall due to the influence of lateral earth pressure that changes as the underground excavation progresses, and a laminated rubber bearing is installed at the top of the structural pillar. In the reverse driving method in which the construction of the structure and the underground excavation are performed in parallel, there is a concern that the horizontal load adversely affects the laminated rubber bearing.
According to the fourth characteristic configuration of the present invention, it is possible to effectively use each of the above-described actions, so that when a base-isolated building is constructed by a backlash method, the laminated rubber bearing is not adversely affected. Construction can proceed.

Front sectional view showing the main part of the base-isolated building Illustration of laminated rubber bearing Explanatory drawing showing the method of forming seismic isolation buildings Explanatory drawing showing the method of forming seismic isolation buildings Explanatory drawing showing the method of forming seismic isolation buildings Explanatory drawing showing the method of forming seismic isolation buildings Planar layout of laminated rubber bearing

  Embodiments of the present invention will be described below with reference to the drawings.

FIG. 1 shows a main part of a base-isolated building B constructed by adopting the base-isolated building forming method of the present invention, and a laminated rubber bearing 1 is incorporated in the first basement part.
The seismic isolation building B is formed by a so-called “reversing method” in which the construction of the underground part and the construction of the ground part are performed in parallel.
In the construction of the underground part, the retaining wall 2 is formed on the outer peripheral part in advance, the underground first floor part is formed while excavating the inside, and the lower layer excavation and the construction of the frame are sequentially repeated. .

As shown in FIG. 2, the laminated rubber support 1 is provided with a rectangular metal upper panel 1A and a rectangular metal lower panel 1C, and an elastic layer made of rubber or the like and a steel plate between the two panels. The laminated rubber 1B, which is formed in a cylindrical shape by alternately laminating a plurality of rigid layers, is integrally provided, and the elastic layer is deformed by the relative displacement of the rigid layers in the horizontal direction. The vibration period of the building can be lengthened.
The laminated rubber bearings 1 are installed in the upper and lower middle portions of the pillars on the first basement floor in the base-isolated building B of the present embodiment, and particularly installed in a row close to the retaining wall 2 in plan view. With respect to the laminated rubber bearing 1, the restraint plate 3 that restrains the horizontal displacement is attached until the building is completed.
That is, the construction of the ground part is carried out via the laminated rubber support 1 on the construction pillar 4 installed in the ground prior to the underground excavation, but the construction pillar 4 close to the retaining wall 2 is constructed. The horizontal displacement is likely to occur due to the influence of earth pressure change due to underground excavation (see FIG. 5), and the horizontal displacement is prevented from reaching the laminated rubber support 1 by the restraining plate 3.
As shown in FIG. 2, the restraining plate 3 is a metal rectangular plate. Further, a plurality of bolt insertion holes 5 are provided at intervals along the sides in the upper side portion and the lower side portion, respectively, and the upper panel 1A and the above-described one are formed by the high strength bolts 6 inserted through the bolt insertion holes 5. It is bolted via an angle member 7 in a state extending over the lower panel 1C.
The restraining plate 3 is not limited to being attached to each of the four sides of the upper panel 1A and the lower panel 1C. In the present embodiment, the shearing force along the direction of earth pressure acting on the retaining wall 2 is used. Are attached over the corresponding sides which act as plate in-plane stresses. Specifically, as shown in FIG. 7, in the case of the laminated rubber bearing 1 installed in the earth retaining corner portion in plan view, it is attached to the two sides facing the two earth retaining walls 2 orthogonal to each other at the corner portion. In the case of the laminated rubber bearing 1 at the other retaining wall, it is attached to two sides orthogonal to the surface of the retaining wall 2.
As shown in FIG. 2, each bolt insertion hole 5 b in the lower side portion of the bolt insertion hole 5 is provided as a round hole having a slight clearance enough to allow the high-strength bolt 6 to be inserted therethrough.
On the other hand, each bolt insertion hole 5a in the upper side portion is provided as a vertically elongated loose hole having a clearance that allows the inserted high-strength bolt 6 to move vertically and horizontally along the radial direction.

The tightening of the high-strength bolt 6 is accurately managed by a torque wrench so that the frictional force at the joint surface between the angle member 7 and the restraining plate 3 falls within a predetermined range.
The above-mentioned frictional force is set from the relationship between the horizontal load and the vertical load acting on the corresponding laminated rubber bearing 1.
Here, the horizontal load means a displacement force when the structural column 4 is horizontally displaced due to the influence of earth pressure change due to underground excavation, and the vertical load is a seismically isolated building B formed above. Means the weight of the building acting on the laminated rubber bearing 1. In a normal case, the building weight (vertical load) is overwhelmingly larger than the horizontal displacement force (horizontal load) of the structural pillar 4.
The frictional force is set within a range in which the frictional force does not slide under the action of the horizontal load and slides under the action of the vertical load. That is, it is set in the range of horizontal load to vertical load.
Accordingly, the laminated rubber bearing 1 can prevent horizontal displacement due to the horizontal load in a state where the restraining plate 3 is mounted, and can bear the vertical load together with the restraining plate 3. .
Note that the frictional force at the joint surface between the angle member 7 and the restraining plate 3 has a certain relationship with the rotational torque value of the high-strength bolt 6, so that the high-strength bolt is turned to a predetermined rotational torque using a torque wrench. The desired frictional force can be easily ensured by tightening so that.

Next, a method for forming the seismic isolation building B will be described.
[1] While the mountain retaining wall 2 is formed, the inner side is excavated to the first basement level, and the structural pillar 8 and the structural pillar 4 are installed at the column core position (see FIG. 3).
[2] After forming the seismic isolation lower foundation 9 made of steel reinforced concrete at the upper end of the structural pillar 4, the laminated rubber bearing 1 is installed thereon (see FIG. 4).
[3] A first-floor frame is formed on the laminated rubber bearing 1, and the restraining plate 3 is attached to the laminated rubber bearing 1 installed at a location close to the retaining wall 2 (FIG. 5). reference).
[4] While an upper frame is formed in the above-ground part, after underground excavation is performed in the underground part, a first-floor frame is formed (see FIG. 6). Thereafter, the formation of the upper frame in the above-ground part, the excavation in the underground part, and the formation of the lower frame are repeatedly performed.
[5] The restraining plate 3 is removed just before the seismic isolation building B is completed.

[Another embodiment]
Other embodiments will be described below.

<1> The laminated rubber bearing 1 is not limited to the structure type, shape, and material described in the previous embodiment, and can be appropriately changed.
Further, the mounting structure of the restraining plate 3 can be changed as appropriate.
Moreover, the attachment location of the restraining plate 3 with respect to the laminated rubber support 1 is not limited to that described in the previous embodiment, and for example, it may be configured to be attached over the entire circumference of the laminated rubber support 1. .
<2> Further, the location where the laminated rubber bearing 1 is incorporated is not limited to the first basement portion described in the previous embodiment, but may be another basement or may be incorporated as an intermediate seismic isolation on the ground floor. There may be.
<3> The building in which the laminated rubber support 1 is incorporated is not limited to a new building, and, for example, seismic isolation repair that incorporates the laminated rubber bearing 1 in an existing building that has not undergone seismic isolation is also a target.

  In addition, as mentioned above, although the code | symbol was written in order to make contrast with drawing convenient, this invention is not limited to the structure of an accompanying drawing by this entry. In addition, it goes without saying that the present invention can be carried out in various modes without departing from the gist of the present invention.

DESCRIPTION OF SYMBOLS 1 Laminated rubber support 1A Upper panel 1B Laminated rubber 1C Lower panel 3 Restraint plate 4 Construction pillar 5 Bolt insertion hole B Seismic isolation building

Claims (4)

In the process of building a seismic isolation building by incorporating a laminated rubber bearing constructed by providing laminated rubber between the upper and lower panels in the building,
A restraining plate that bears a vertical load and a horizontal load acting on the laminated rubber bearing is attached across the upper panel and the lower panel of the laminated rubber bearing by bolt joining,
When the vertical load is larger than the horizontal load, the bolt is tightened by the bolt joint so as not to slide by the action of the horizontal load and to obtain a frictional force to slide by the action of the vertical load. Building formation method.   The seismic isolation building forming method according to claim 1, wherein tightening management of the bolt is performed by a torque wrench.   The method of forming a base-isolated building according to claim 1, wherein the bolt insertion hole related to the bolt joint is formed as a vertically long loose hole.   The said laminated rubber support is a seismic isolation building formation method as described in any one of Claims 1-3 attached to the capital of a true pillar in the reverse driving method.

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