AU3078700A - Earthquake-proofing reinforcing metal fitting - Google Patents

Earthquake-proofing reinforcing metal fitting Download PDF

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Publication number
AU3078700A
AU3078700A AU30787/00A AU3078700A AU3078700A AU 3078700 A AU3078700 A AU 3078700A AU 30787/00 A AU30787/00 A AU 30787/00A AU 3078700 A AU3078700 A AU 3078700A AU 3078700 A AU3078700 A AU 3078700A
Authority
AU
Australia
Prior art keywords
reinforcing
base member
holder against
against vibrations
reinforcing base
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Abandoned
Application number
AU30787/00A
Inventor
Toru Iwakawa
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Eisei Center Co Ltd
Original Assignee
Nippon Eisei Center Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Eisei Center Co Ltd filed Critical Nippon Eisei Center Co Ltd
Publication of AU3078700A publication Critical patent/AU3078700A/en
Abandoned legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/14Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate against other dangerous influences, e.g. tornadoes, floods
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
    • E04H9/02Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings
    • E04H9/0237Structural braces with damping devices
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604Connections specially adapted therefor
    • E04B2001/2644Brackets, gussets or joining plates

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Building Environments (AREA)

Description

1 DESCRIPTION A REINFORCING HOLDER AGAINST VIBRATIONS 5 Technical Field The present invention relates to a reinforcing holder against vibrations mounted on the joining part of structural members such as 10 foundations, columns, beams and cross-beams or the like to reinforce them so that a wooden building may not be broken down even if strong vibrations are loaded by an earthquake, a typhoon or the like. Background Art 15 So far, as methods of reinforcing the joining part of structural members of a wooden building, there have been various methods employed: providing bracings or horizontal braces, or mounting clamps or L-shaped metal fittings. 20 However, in such conventional methods as described above, no sufficient reinforcing effect can be obtained in a case where strong vibrations are loaded by an earthquake, a typhoon or the like, and the structural members tend to be easily disjoined or sustain damage in the joining parts so that wooden buildings sometime may break in 25 the joining parts, or in a severe case, the buildings may fall down. In view of the foregoing, the reinforcing holder against vibrations 41 shown in the perspective view of FIG. 5 has been devised and used to sufficiently- withstand even strong vibrations caused by an earthquake, a typhoon or the like.
2 The reinforcing holder against vibrations 41 comprises an L shaped base member 42 formed by bending a plate formed of high tension steel in the form of an L-shape and formed with bent and swelled parts 43a and 43b bent inward in intermediate parts of both 5 piece parts 42a and 42b, a reinforcing member 44 formed by bending a plate formed of high tension steel and fixedly mounted by welding on a bent corner part 42c of the L-shaped base member 42, and absorbing members 45 formed of shock-absorbing rubber or the like stopped at several locations of the L-shaped base member 42. 10 According to the above-mentioned arrangement, both vertical and horizontal strong vibrations can be absorbed by the whole L shaped base member 42 and its bent and swelled parts 43a and 43b, and deformation of the L-shaped base member 42 can be removed and the original shape thereof can be restored. Therefore, even if strong 15 vibrations are loaded, a wooden building may not easily break in the joining parts or may not easily fall down. However, since the above-mentioned reinforcing holder against vibrations 41 is provided with the L-shaped base member 42, there is a limitation that the reinforcing holder needs to be mounted, for its 20 structural reasons, with the both piece parts of the L-shaped base member 42 being attached astride on the same inner surface sides of the structural members crossed at right angles. Therefore, for instance, in a case where another structural member exists between the structural members to be joined, another structural member 25 comes to be an obstacle and there is the inconvenience of incapacitating the reinforcing holder against vibrations 41 for being mounted. Further, since the reinforcing member 44 is fixedly mounted by welding on the L-shaped base member 42, and the bent corner part 3 42c of the L-shaped base member 42 and the bent corner part 44c of the reinforcing member 44 are placed in close contact, the amount of elastic deformation is small, and the effect of removing the deformation of the L-shaped base member 42 and restoring the 5 original shape thereof is also insufficient. Disclosure of Invention The present invention is accomplished to solve such problems as 10 noted above with respect to prior art. It is an object of the present invention to provide a reinforcing holder against vibrations with enhanced absorption of vertical and horizontal vibrations and vertical oscillations and enhanced vibration-proof performance so that a wooden building may not fall down even if strong vibrations 15 caused by an earthquake, a typhoon or the like are loaded thereupon. The present invention is intended to solve the problems and achieve the aforementioned object by providing the reinforcing holder against vibrations comprising a reinforcing base member formed by twisting and bending both end parts of a plate in one direction to 20 form fixing piece parts and absorbing members with rubber elasticity, characterized in that the reinforcing base member is fixed to structural members via the absorbing members. In the reinforcing holder against vibrations, a bent and swelled part is formed by bending twice outward the intermediate part of the 25 reinforcing base member or a curved and swelled part is formed by curving outward the intermediate part and, preferably, a cushion round is formed in an approximate center part of the bent and swelled part or the curved and swelled part. It is more preferable that the plate is formed of high tension 4 steel, since it is excellent in tensile strength, weldability, notch toughness, workability and corrosion resistance. Brief Description of Drawings 5 FIG. 1 is a perspective view of an embodiment of the present invention. FIG. 2 is a perspective view of an embodiment of the present invention mounted on the structural members. FIG. 3 is a sectional view of the embodiment cut along arrows X-X shown in FIG. 10 2. FIG. 4 is a perspective view of another embodiment of the present invention. FIG. 5 is a partially perspective view of a twisted and bent corner of a fixing piece formed in the reinforcing base member of the present invention. FIG. 6 is a perspective view of a conventional reinforcing holder against vibrations. 15 Best Mode for Carrying out the Invention Preferred embodiments of the reinforcing holder against vibrations according to the present invention will be described 20 concretely hereinafter based upon the drawings. FIG. 1 is a perspective view of an embodiment of the present invention, FIG. 2 is a perspective view of an embodiment of the present invention mounted on the structural members, FIG. 3 is a sectional view of the embodiment cut along arrows X-X shown in FIG. 25 2, FIG. 4 is a perspective view of another embodiment of the present invention and FIG. 5 is a partially perspective view of a twisted and bent corner of a fixing piece formed in the reinforcing base member of the present invention. As shown in perspective views of FIGs. 1, 2 and 4, the 5 reinforcing holder against vibrations according to the present invention comprises a reinforcing base member 1 formed by twisting and bending both end parts of a plate in one direction to form fixing pieces 11, 11 and absorbing members 2 with rubber elasticity, and is 5 characterized in that the reinforcing base member 1 is fixed to structural members A via the absorbing members 2. The reinforcing holder against vibrations is also characterized in that the reinforcing base member 1 is bent twice outward in the intermediate part 12 to form a bent and swelled part 13 having a plane face or is curved 10 outward in the intermediate part 12 to form a curved and swelled part 14. Preferably, a cushion round 15 is formed in the approximate center part of the intermediate part 12 of the reinforcing base member 1. According to the present invention, the absorbing members 2 15 are securely fixed on the reinforcing base member 1, and the bent and swelled part 13 or the curved and swelled part 14 is formed outside of the intermediate part 13 of the reinforcing base member 1, wherefore vertical and horizontal vibrations and vertical oscillations can be absorbed, and the restoring performance can be enhanced so that the 20 resistance to inclinations and torsions can be enhanced even if strong vibrations caused by an earthquake, a typhoon or the like are loaded upon the wooden building. Further, if the cushion round 15 is formed in the approximate center part of the intermediate part 12 of the bent and swelled part 13 or the curved and swelled part 14, 25 vibration-proof performance can be much more enhanced owing to the absorbing effect thereof. Further, as shown in FIG. 2, even if another structural member B exists between the structural members A to be jointed, the reinforcing holder against vibrations can be mounted on the 6 structural members avoiding the said another structural member B, wherefore the reinforcing holder against vibrations is so convenient as to be mountable on such parts that a conventional reinforcing holder against vibrations cannot be mounted on. 5 The reinforcing holder against vibrations of the present invention comprises a reinforcing base member 1 and absorbing members 2. The reinforcing base member 1 is formed preferably of a plate with a thickness of 5 mm formed of iron and steel material with both flexibility and strength, and both end parts thereof are 10 twisted and bent in one direction to form fixing pieces 11 and 11 having edge pieces 17 and 17, as shown in FIGs. 1 and 4. Preferably, construction steel is employed for iron and steel material, and particularly preferably, high tension steel is employed. High tension steel is obtained by adding to low carbon steel a small 15 quantity of a suitable combination of alloy elements such as manganese, silicon, nickel, chrome, molybdenum and generally has tensile strength of not less than 50 kg/mm 2 and yield point of not less than 30 kg/mm 2 and is excellent in tensile strength, weldability, notch toughness, workability and corrosion resistance. 20 With regard to the twisted and bent corners of the fixing pieces 11 and 11 formed on both end parts of the plate, as shown in the partially perspective view of FIG. 5, since the reinforcing base member 1 needs to be fixed along side surfaces of structural members A showing the cross-sectional shape of a square column and the angle 25 0 -1 viewed from the direction of the arrow x should be set at 900 whereas the angle 0 -2 viewed from the direction of the arrow y in bent corner parts of the fixing pieces 11 and 11 should be set properly according to the angle at which the reinforcing holder against vibrations is mounted on the structural member A.
7 The fixing pieces 11 and 11 are provided with fixing holes 16 through which fixing members 3 such as screws, nails or the like are fixed to the structural members A such as foundations, columns, beams and cross-beams via the absorbing members 2. 5 In the reinforcing base member 1, the bent and swelled part 13 having plane face 131 is formed by bending twice outward the intermediate part 12 as shown in FIG. 1, or the curved and swelled part 14 having curved face 141 is formed by curving outward the intermediate part 12 as shown in FIG. 4. 10 Preferably, the approximate center part of the bent and swelled part 13 or the curved and swelled part 14 can be swelled inward or outward in the shape of an 0 to form the cushion round 15 to enhance the absorbing effect. The absorbing members 2 mounted on the contact parts 11 and 15 11 of the reinforcing base member 1 are formed of shock-absorbing rubber having rubber elasticity with excellent elastic characteristics and durability. As shown in FIG. 3, a contact surface 22 contacting the structural member A is provided on the back side of the absorbing member, and holding parts 23 holding the fixing piece 11 of the 20 reinforcing base member 1 are provided on the front side thereof, and an adjusting hole 21 is bored in the central part of the absorbing member, enabling fine adjustment of the position of the reinforcing base member 1 mounted. The process of mounting the reinforcing holders against 25 vibrations of the present invention will be described hereunder. As shown in FIG. 2, in the fixing pieces 11 and 11 of the two reinforcing base members 1 and 1, the absorbing members 2 are attached to a part of the fixing piece 11 to be fixed to the beam member A-1 of the structural member A and to a part of the fixing 8 piece 11 to be fixed to the column member A-2 of the structural member A in advance. After the lower fixing piece 11 of one reinforcing base member 1 is fixed to the beam member A-1 with the use of the fixing member 3 via the absorbing member 2, the upper 5 fixing piece 11 thereof is touched to a first face al and a second face a2 of the column member A-2 and is fixed thereto with the use of the fixing member 3 via the absorbing member 2. Subsequently, after the lower fixing piece 11 of the other reinforcing base member 1 is fixed to the beam member A-1 with the 10 use of the fixing member 3 via the absorbing member 2, the upper fixing piece 11 thereof is touched to a third face a3 and a fourth face a4 of the column member A-2 and is fixed thereto with the use of the fixing member 3 via the absorbing member 2 attached to the edge piece 17 of the fixing piece 11. In this manner, the beam member 15 A-1 and the column member A-2 of the structural member A can be firmly jointed. Both of the reinforcing base members 1 can join the beam member A-1 and the column member A-2 firmly avoiding another structural member B. 20 In the above-mentioned embodiment, the reinforcing holder against vibrations of the present invention is described as to the case where the beam member A-I is joined with the column member A-2 of the structural members A. However, the usage of the reinforcing holder against vibrations is- not limited to the case and the 25 reinforcing holder against vibrations can also be used effectively to join a column member with a cross-beam member and to join a beam member with a cross-beam member or the like. So far, for instance, as shown in FIG. 2, in the case where another structural member B exists between the beam member A-1 9 and the column member A-2 of the structural members A, there has been the inconvenience of incapacitating reinforcing holders against vibrations for being mounted. According to the present invention, the inconvenience mentioned above can be avoided. Further, by 5 providing the bent and swelled part 13, the curved and swelled part 14, or the cushion round 15 formed in the reinforcing base member 1 and the absorbing members 2 with rubber elasticity existing between the structural members A and the reinforcing base member 1, vertical and horizontal vibrations and vertical oscillations applied to 10 the structural members A can be absorbed and the restoring performance can be enhanced. Therefore, resistance to inclinations and torsions can be enhanced accordingly even if strong vibrations caused by an earthquake, a typhoon and the like are loaded upon a wooden building, and the action and effect that the vibration-proof 15 performance can be much more enhanced is obtained. The present invention comprising the above-mentioned construction has the following effects. According to the present invention, vertical and horizontal vibrations and vertical oscillations can be absorbed and restoring 20 performance can be enhanced, wherefore resistance to inclinations and torsions can be enhanced accordingly even if strong vibrations caused by an earthquake or the like are loaded upon a wooden building, and the action and effect that the vibration-proof performance can be much more enhanced is obtained. Further, even 25 if another structural member is disposed between the structural members to be jointed, the reinforcing holders against vibrations of the present invention is so remarkably convenient and useful as to be mounted avoiding another structural member.

Claims (5)

1. A reinforcing holder against vibrations comprising: 5 a reinforcing base member formed by twisting and bending both end parts of a plate in one direction to form fixing pieces, and absorbing members having rubber elasticity, the said reinforcing base member being fixed to structural members via the said absorbing members. 10
2. The reinforcing holder against vibrations according to claim 1, wherein a bent and swelled part having plane face is formed by bending twice outward the intermediate part of the reinforcing base member.
3. The reinforcing holder against vibrations according to claim 1, 15 wherein a curved and swelled parts having curved face is formed by curving outward the intermediate part of the reinforcing base member.
4. The reinforcing holder against vibrations according to claims 1, 2 or 3, wherein a cushion round is formed in the approximate center 20 part of the intermediate part of the reinforcing base member.
5. The reinforcing holder against vibrations according to claims 1, 2, 3 or 4, wherein the said plate is formed of high tension steel.
AU30787/00A 2000-01-25 2000-01-25 Earthquake-proofing reinforcing metal fitting Abandoned AU3078700A (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/JP2000/000361 WO2001055520A1 (en) 1998-09-09 2000-01-25 Earthquake-proofing reinforcing metal fitting

Publications (1)

Publication Number Publication Date
AU3078700A true AU3078700A (en) 2001-08-07

Family

ID=11735613

Family Applications (1)

Application Number Title Priority Date Filing Date
AU30787/00A Abandoned AU3078700A (en) 2000-01-25 2000-01-25 Earthquake-proofing reinforcing metal fitting

Country Status (5)

Country Link
EP (1) EP1170429A4 (en)
AU (1) AU3078700A (en)
CA (1) CA2365613A1 (en)
NZ (1) NZ514035A (en)
WO (1) WO2001055520A1 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1361311A1 (en) 2002-04-24 2003-11-12 Vitor Manuel Da Silva Povoas Construction system with anti-seismic behaviour
DE102007051285A1 (en) * 2007-10-26 2009-04-30 Fischerwerke Gmbh & Co. Kg mounting brackets
DE102012020851A1 (en) 2012-10-24 2014-04-24 Fraunhofer-Gesellschaft zur Förderung der angewandten Forschung e.V. System for connecting a first component and a second component to form a rigid frame corner
CN113089832B (en) * 2021-03-24 2022-10-28 同济大学 Beam-column mortise and tenon joint structure containing bendable sheet and manufacturing method thereof

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4022537A (en) * 1976-07-12 1977-05-10 Simpson Manufacturing Co., Inc. Knee brace for glulam and heavy timber construction
JPH09195386A (en) * 1996-01-17 1997-07-29 Yoshiro Watanabe Antiseismic construction method and reinforced brace used therefor
JP3028231U (en) * 1996-02-21 1996-08-30 筑波工業株式会社 Seismic strengthening metal fittings for wooden buildings
JPH09302775A (en) * 1996-05-17 1997-11-25 Shoichi Kosugi Reinforcing fitting metal
JP3248574B2 (en) * 1998-08-27 2002-01-21 株式会社日本衛生センター Seismic reinforcement bracket
KR100413862B1 (en) * 1998-09-09 2004-01-07 가부시키가이샤 닛뽄 에이세이 센터 Aseismatic reinforcing device
JP3248575B2 (en) * 1998-09-09 2002-01-21 株式会社日本衛生センター Seismic reinforcement bracket

Also Published As

Publication number Publication date
NZ514035A (en) 2001-09-28
WO2001055520A1 (en) 2001-08-02
CA2365613A1 (en) 2001-08-02
EP1170429A1 (en) 2002-01-09
EP1170429A4 (en) 2003-01-02

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