JP5575838B2 - Beam support structure of building - Google Patents

Description

  The present invention relates to a beam support structure for supporting a beam of a building, and more particularly, to a beam support structure using a beam support member as a column or a brace for which an earthquake countermeasure is taken.

  As a well-known earthquake countermeasure for buildings, there are earthquake resistance, vibration control and seismic isolation structures. The seismic structure is a structure that enhances the strength of the building by, for example, reinforcing metal fittings or reinforcing plates (Patent Document 1, etc.), and the seismic isolation structure is a vibration between the ground and the building by, for example, a rolling member or an air layer The transmission is cut off (Patent Document 2, etc.), and the vibration control structure is a structure that suppresses the vibration of the building by, for example, a damper (Patent Document 3, etc.).

JP-A-11-050671 JP 11-315882 A Japanese Patent Laid-Open No. 11-350778

  In any of the above-mentioned earthquake countermeasure structures, it takes time to manufacture and install, and if the cost of parts becomes high or the cost of parts is low, it is often difficult to expect functions such as earthquake resistance.

  An object of the present invention is to provide an inexpensive beam support structure that can exhibit a plurality of functions such as an earthquake resistance function and a seismic isolation function, or an earthquake resistance function and a vibration control function, by using a single type of beam support member. is there. Another object of the present invention is to make it possible to easily change the thickness of the beam support member according to various specifications of the building.

In order to solve the above problems, the present invention forms a beam support member that can be bent by bundling a plurality of wire rods made of spring steel, and connects the upper end of the beam support member to the beam and the lower end of the base. Or it connects with the beam of a lower floor, and the said beam support member is bundled by the ring-shaped metal restraint member. As the spring steel wire, a material having improved spring performance such as a piano wire, a hard steel wire, a stainless steel wire or an oil temper wire is used. As a restraining member for bundling a plurality of wires, a ring-shaped steel strip or a reinforcing bar, or a spiral reinforcing bar can be used.

In the beam support structure, preferably, the following configuration is adopted.
(A) A bulging portion is formed in the beam support member such that each wire is curved outward in the radial direction of the beam support member. In this case, preferably, a barrel-shaped or spindle-shaped core is disposed so as to give the initial curved shape of each wire to the central portion in the radial direction of the bulging portion.

(B) The beam support member may be provided in a substantially vertical posture as a column. When used for a new house, the beam can be supported only by a beam support member in which spring steel wires are bundled. On the other hand, in the case of reinforcement work for existing houses, a beam support member in which spring steel wires are bundled is added for reinforcement in addition to existing pillars.

(C) The beam support member can be arranged in a state of being inclined with respect to the vertical as a brace. In this case, preferably, an upper end portion of the beam support member is connected to a connection portion between the upper beam and the column.

(1) Since a beam support member is formed by bundling a plurality of spring steel wires, the support strength of the beam is improved, thereby improving the seismic resistance function, and the damping function is also provided by the elastic force of the spring steel. It can be demonstrated.

(2) Since the beam support member is configured by bundling a plurality of wires, the thickness of the beam support member can be easily changed according to the specifications of the building by changing the number of wires to be bundled. The seismic strength can be changed.

(3) Since the wire rods are bundled by a restraint member made of a ring-shaped steel strip or steel bar, or a spiral steel bar, the beam support member does not come apart during or after construction, and handling is easy. At the same time, strength reduction can be prevented.

(4) By forming a bulging portion in the beam support member in which each wire is curved outward in the radial direction of the beam support member, the beam support member can be bent not only in the horizontal direction but also in the length direction. It can be expanded and contracted. Thereby, when using a beam supporting member as a pillar, in addition to the anti-seismic and damping function with respect to a horizontal vibration, the damping or seismic isolation function with respect to an up-down direction vibration can also be exhibited.

(5) By arranging a barrel-shaped or spindle-shaped core in the center of the bulging portion in the radial direction, the initial shape of the bulging portion can be stably maintained, and a smooth expansion and contraction operation of the beam support member can be secured. .

(6) When the beam support member is provided in a substantially vertical posture as a column, when used in a new house, it is possible to have a structure that supports the beam only with the beam support member bundled with spring steel materials. The number of supporting parts can be reduced. On the other hand, when used for reinforcement work of an existing house, a beam support member can be easily installed in the vicinity of an existing column.

(7) By providing a beam support member having a bulging portion as a brace, it is possible to exhibit an earthquake resistance function as well as a conventional brace, and by extending and contracting the beam support member in its length direction, A sufficient vibration control function can be demonstrated. In particular, by connecting the upper end of the beam support member to the joint between the beam and the column, the vibration damping function and the earthquake resistance function are further improved.

It is a 1st embodiment of the present invention, and is a front view of a beam support member used as a pillar for reinforcement of a building. It is II-II sectional drawing of FIG. It is the III-III cross-sectional enlarged view of FIG. It is a disassembled perspective view of the lower end part of the beam support member of FIG. It is a front view which shows the state which the beam support member of FIG. 1 bent by the shaking of a horizontal direction. It is the 2nd Embodiment of this invention, Comprising: It is a front view of the beam support member used as a bracing for reinforcement. It is a longitudinal cross-sectional schematic diagram of the bulging part of the beam support member of FIG. It is a VIII-VIII cross-sectional enlarged view of FIG. It is the IX-IX cross-sectional enlarged view of FIG. It is the 3rd Embodiment of this invention, Comprising: It is a front view of the beam support member used as an original pillar of a building. It is a front enlarged view of the bulging part of the beam support member of FIG. 10 which shows the state at the time of attachment. It is a front enlarged view of the same part as Drawing 11 showing the state compressed in the length direction. It is a section schematic at the time of applying the beam support member of the present invention to a high-rise building. It is a front view of the beam support member which used the spiral reinforcement as a restraining member.

[First Embodiment of the Invention]
A first embodiment of the present invention will be described with reference to FIGS. FIG. 1 shows an example in which a beam support member is used as a column for reinforcing a wooden building. In a wooden building, a concrete foundation 2 is formed integrally with abandoned concrete 1, a wooden base 3 is fixed on the concrete base 2, and a plurality of pillars 5 are vertically placed on the wooden base 3. Standing in the state. A beam 6 is connected to the upper ends of the plurality of columns 5.

  A beam support member 10 is arranged in a vertical state as a reinforcing column in the vicinity of the column 5, the lower end portion of the beam support member 10 is fixed to the base 3 and the concrete foundation 2, and the upper end portion of the beam support member 10 is It is fixed to the beam 6.

  The reinforcing beam support member 10 includes a columnar wire bundle 11 formed by bundling a plurality of (for example, several hundred) wire rods 11 a made of spring steel with a plurality of steel strips 12, and the wire bundle bundle 11. The upper and lower mounting brackets 13 and 15 are connected to the upper and lower ends by upper and lower connecting cylinders 14 and 16, respectively. In a natural state, the beam support member 10 is maintained in a straight line extending in the vertical direction by the restoring force of the spring steel, and is elastic to the spring steel wire 11a itself against a predetermined horizontal or greater horizontal swing or load. It bends as shown in FIG. 5 within the deformation range. After that, when the shaking ends or the lateral load is removed, the original straight state is restored. The wire diameter of the spring steel wire 11a is, for example, about 1 mm to 6 mmφ.

  FIG. 2 is a cross-sectional view taken along the line II-II in FIG. 1, and an inverted U-shaped mounting bracket 15 is connected to the lower end portion of the wire bundle 11, and the mounting bracket 15 connects the base 3 and the concrete foundation 2. The base 3 and the concrete foundation 2 are fitted so as to straddle from above, and are fixed to the base 3 and the concrete foundation 2 by a plurality of bolts 17 and nuts 18. The mounting bolts 17 are arranged in a pair on the left and right with respect to the base 3, and a pair of left and right on the concrete foundation 2 are arranged in two pairs up and down, respectively, and penetrate the base 3 and the concrete foundation 2 in the horizontal direction. Yes. The upper mounting bracket 13 is also basically the same structure as the lower mounting bracket 15 except that the upper and lower portions are upside down, and is fitted to the beam 6 from below, and the beam 6 is connected by a pair of left and right bolts 19 and nuts 20. It is fixed to.

  FIG. 3 is an enlarged horizontal cross-sectional view of the wire bundle 11 of the beam support member 10, and the horizontal cross section of the wire bundle 11 is substantially circular.

  FIG. 4 is an exploded perspective view of the lower end portion of the beam support member 10, and the lower end portion of the wire bundle 11 is joined to each wire 11 a by molten lead or resin adhesive, etc. A joint portion made of lead or a resin-based adhesive is housed in a compressed state in the connection tube 16, and the lower end portion of the connection tube 16 is fixed to the upper end surface of the lower mounting bracket 15 by welding. An inward flange 16a is integrally formed at the upper end of the connection tube 16, and this inward flange 16a serves to prevent the lower end portion of the wire bundle 11 from the lead or resin adhesive. A plurality of bolt insertion holes 25 are formed on both side walls of the lower mounting bracket 15.

  Similarly to the lower end portion, the upper end portion of the wire bundle 11 shown in FIG. 2 is also joined by lead or a resin adhesive, and is accommodated in the upper connection tube 14 in a compressed state. It is fixed to the lower surface of the metal fitting 13 by welding.

  When an earthquake occurs, the beam support member 10 erected as a reinforcing column reinforces the strength of the existing column 5, so that the earthquake resistance function of the building can be improved and the horizontal vibration can be prevented. On the other hand, due to the elastic function of the spring steel wire rod 11a, it bends in the horizontal direction as shown in FIG. 5 and then restores to the vertical posture. Prevent destruction of buildings due to shaking.

  The beam support member 10 shown in FIG.1 and FIG.2 changes the number of the wire 1110a which comprises the wire binding body 11 according to the specification of a building, and can easily change the diameter (area) of the wire binding body 11 by it. Can be changed.

[Second Embodiment of the Invention]
6 to 9 show a second embodiment of the present invention, which has a structure using the beam support member 10 as a brace. The same parts as those in the first embodiment are denoted by the same reference numerals. In FIG. 6, similarly to the first embodiment, the beam support member 10 has a wire bundle 11 formed by bundling a plurality of spring steel wires 11a, and the pair of beam support members 10 are V-shaped. It is arranged in. The upper end portion of each beam support member 10 is connected to the intersection of the beam 6 and the column 5 by an upper mounting bracket 30, and the lower end portion of both beam support members 10 is attached to the base 3 by a common lower mounting bracket 31. It is connected. The inclination angle of each beam support member 10 with respect to the vertical plane is, for example, about 40 degrees to 60 degrees. Similarly to the first embodiment, the upper and lower ends of each wire bundle 11 are joined by lead or a resin adhesive, and the upper and lower mounting brackets 30 and 31 are respectively connected by the upper and lower connecting cylinders 14 and 16. It is connected to the.

  In the beam support member 10 in the present embodiment, a bulging portion 21 that bulges outward in the radial direction of the beam support member 10 is formed at the center in the length direction of the wire bundle 11. The bulging portion 21 is formed by bending each wire 11 a outward in the radial direction of the beam support member 10.

  8 is an enlarged sectional view taken along the line VIII-VIII in FIG. 6, and FIG. 9 is an enlarged sectional view taken along the line IX-IX of the bulging portion 21 in FIG. The diameter of the bulging portion 21 in FIG. 9 is about 1.5 to 2 times, and the initial curved shape of the wire 11a is maintained in the central portion in the radial direction of the bulging portion 21. In addition, a stainless steel core 26 having a circular cross section is arranged.

  FIG. 7 is a schematic vertical sectional view of the bulging portion 21 of the wire bundle 11, and the core 26 is formed in a spindle shape in which the diameter of the central portion in the core length direction is increased.

  The beam support member 10 of the present embodiment can be bent in a direction orthogonal to the length direction of the beam support member 10, as well as against a compressive load or vibration in the length direction of the beam support member 10. In addition, each wire 11a of the bulging portion 21 bends outward in the radial direction to contract and absorb the load. After the load is removed, the wire 11a can be expanded and restored to the initial curved state.

  Therefore, the brace-like beam support member 10 of the present embodiment can be elastically compressed in the longitudinal direction of the beam support member in addition to the function of reinforcing the original seismic resistance of the brace and also against horizontal roll. Because it can, it can also exhibit a sufficient vibration suppression function.

  Further, since the damper action is exhibited by utilizing the curved shape of the wire 11a itself, parts such as a conventional hydraulic damper are unnecessary and the number of parts can be saved.

[Third Embodiment of the Invention]
10 to 12 show a third embodiment of the present invention, in which the beam support member 10 is vertically erected as an original pillar at the time of new construction. The same parts as those in the first and second embodiments are denoted by the same reference numerals. Similar to the first embodiment, the beam support member 10 basically has a wire bundle 11 formed by bundling a plurality of spring steel wires 11a, but the second embodiment. The same bulging part 21 as 3 is formed in three places at intervals in the up-down direction. The upper end portion of the wire bundle 11 is connected to the upper mounting plate 13 a via the upper connection cylinder 14, and the upper mounting plate 13 a is fixed to the lower surface of the beam 6 with bolts 28. The lower end portion of the wire bundle 11 is connected to the lower mounting plate 15 a via the lower connecting cylinder 16, and the lower mounting plate 15 a is fixed to the upper surface of the base 3 with bolts 28.

  According to the embodiment, by increasing the number of the wires 11a, the earthquake resistance function can be improved and the bulging portion 21 expands and contracts (bends) in the vertical direction. However, it is possible to exhibit a seismic isolation function or a damping function that cuts off the transmission of the vibration. That is, it is possible to exhibit a vibration control function and a seismic isolation function with respect to both horizontal and vertical vibrations. Note that the number of the bulging portions may be one or two.

[Fourth Embodiment of the Invention]
FIG. 13 shows a fourth embodiment of the present invention, in which a beam support member 10 is vertically erected as an original pillar at the time of new construction, and applied to a high-rise building made of reinforced concrete or steel concrete. It is. The same parts as those in the first and second embodiments are denoted by the same reference numerals. A beam support member 10 having a bulging portion 21 is arranged for each floor. The structure of the beam support member 10 of this embodiment is the same as that of the second embodiment except for the inclination angle. However, the beam support member 10 is formed of a beam support member 10 extending over a plurality of layers. The beam supporting member 10 has a structure in which two or three floors or more are integrally formed at portions corresponding to each floor, and penetrate the floor in the vertical direction.

[Modification of First Embodiment of the Invention]
FIG. 14 shows a modification of the first embodiment of the present invention, which has a structure using a helical rebar as the restraining member 12 for bundling the wire 11a. Other structures are the same as those in the first embodiment.

[Other embodiments]
(1) As a building in which the beam support member according to the present invention is used, in addition to a wooden house, a reinforced concrete high-rise building, a steel frame building, a plant building, a railway, a road effect building It can be applied to the beam support structure in various buildings.

2 Concrete Foundation 3 Base Column 6 Beam 10 Beam Support Member 11 Wire Bundle 11a Spring Steel Wire 12 Band Steel (Example of Restraint Member)
13, 15 Mounting bracket 17, 19 Bolt 18, 20 Nut 21 Expanded portion 26 Core

Claims (7)

By bundling a plurality of spring steel wires, a flexible beam support member is constructed,
The upper end of the beam support member is connected to the beam, and the lower end is connected to a base or a lower floor beam ,
The beam support structure of a building , wherein the beam support member is bundled by a ring-shaped metal restraining member . By bundling a plurality of spring steel wires, a flexible beam support member is constructed,
The upper end of the beam support member is connected to the beam, and the lower end is connected to a base or a lower floor beam,
The beam support member is a beam support structure of a building that is bundled by a spiral metal restraining member. In the beam support structure of the building of Claim 1 or 2 ,
A beam support structure for a building, wherein the beam support member is formed with a bulging portion in which each of the wires is curved outward in the radial direction of the beam support member. In the building beam support structure according to claim 3 ,
A beam support structure for a building in which a barrel-like or spindle-like core is disposed at a central portion in a radial direction of the bulging portion so as to give a curved shape of each wire. In the building beam support structure according to any one of claims 1 to 4 ,
The beam support member is a beam support structure of a building arranged in a substantially vertical posture as a column. In the beam support structure of the building according to claim 3 or 4 ,
The beam support member is a building beam support structure that is arranged in a state of being inclined with respect to the vertical as a brace. In the building beam support structure according to claim 6 ,
The upper end portion of the beam support member as the brace is connected to the joint between the beam and the column,
Building beam support structure.

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