JPH09242183A - Earthquake-resistant frame structure - Google Patents

Earthquake-resistant frame structure

Info

Publication number
JPH09242183A
JPH09242183A JP5290796A JP5290796A JPH09242183A JP H09242183 A JPH09242183 A JP H09242183A JP 5290796 A JP5290796 A JP 5290796A JP 5290796 A JP5290796 A JP 5290796A JP H09242183 A JPH09242183 A JP H09242183A
Authority
JP
Japan
Prior art keywords
frame
earthquake
reinforcing frame
resistant
columns
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.)
Pending
Application number
JP5290796A
Other languages
Japanese (ja)
Inventor
Takeshi Yamada
武 山田
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.)
Tomoe Corp
Original Assignee
Tomoe Corp
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 Tomoe Corp filed Critical Tomoe Corp
Priority to JP5290796A priority Critical patent/JPH09242183A/en
Publication of JPH09242183A publication Critical patent/JPH09242183A/en
Pending legal-status Critical Current

Links

Landscapes

  • Load-Bearing And Curtain Walls (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To rapidly and easily reinforce a frame without works on an existing plane of structure, by fixing a reinforcing frame in a frame structure of a building by use of a steel wedge and arranging the earthquake-resistant wall in the plane of the reinforcing frame. SOLUTION: A reinforcing frame B constituted of vertical frames 3 and horizontal frames 4 assembled with shaped steel materials is fixed by use of steel wedge-shaped fitting blocks 5 in which the axial force is directly transmitted to columns 1 or beams 2, in the plane of the frame structure A provided with a S-structure constituted of the columns 1 and the beams 2 made of shaped steel materials. The fitting blocks 5 are basically attached to the vertical frames 3 and the horizontal frames 4 at the four corners of the reinforcing frame B. And the earthquake-resistant wall 6 or the earthquake-resistant panel is arranged as a earthquake-resistant element in the plane of the reinforcing frame B. In this way, the columns 1 and the beasms 2 are simultaneously reinforced by the reinforcing frame to increase the earthquake-resistant capacity.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、構造物、特に既
設構造物の耐震性能を向上させた耐震構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure, especially an existing structure, which has improved seismic performance.

【0002】[0002]

【従来の技術】新設する柱・梁間に耐震壁や耐震パネル
を設けることは従来一般に実施され、また既設構造では
耐震性能を向上させるため柱に補強部材を添わせる構造
は種々提案開発されている。
2. Description of the Related Art It has been generally practiced to install a seismic wall or a seismic panel between a new column and a beam. In existing structures, various structures have been proposed and developed in which reinforcing members are added to the columns to improve seismic performance. .

【0003】[0003]

【発明が解決しようとする課題】しかし、従来の耐震構
造では新設の場合は施工上問題が少ないが既設構造物あ
るいは部分的な補強には施工手間が多く、施工困難な場
合が多い。
However, in the conventional seismic structure, there are few problems in construction in the case of new construction, but construction work is difficult and construction is difficult in many cases for existing structures or partial reinforcement.

【0004】この発明は柱・梁から構成される架構面内
に補強枠を固定することにより前記従来の施工上の問題
点を解消すべくしたものである。
The present invention is intended to eliminate the above-mentioned conventional problems in construction by fixing a reinforcing frame within a frame structure composed of columns and beams.

【0005】[0005]

【課題を解決するための手段】この発明は構造物の柱・
梁から構成される架構面内に前記柱または梁に直接軸力
が伝達される取付ブロックを介して縦枠と横枠からなる
補強枠を固定してなることを特徴とする枠組み耐震構造
であり、前記構造物がS構造、SRC構造あるいはRC
構造であり、また補強枠内に耐震壁または筋違の耐震要
素が配置してある。
The present invention is a pillar of a structure
A frame aseismic structure characterized in that a reinforcing frame composed of a vertical frame and a horizontal frame is fixed through a mounting block in which an axial force is directly transmitted to the pillar or beam in a frame structure composed of beams. , Said structure is S structure, SRC structure or RC
It is a structure and has seismic walls or braced seismic elements in the reinforcement frame.

【0006】[0006]

【実施例】【Example】

実施例1 この実施例は構造物がS構造であり、形鋼から形成され
る柱1と梁2から構成される架構A面内に、形鋼を組立
てた縦枠3と横枠4から構成される補強枠Bが固定して
ある。その固定手段として、柱1または梁2に直接軸力
が伝達される鋼製楔状の取付ブロック5を使用され、こ
の取付ブロックは原則的に補強枠Bの四隅の縦枠3と横
枠4のそれぞれに取付ける。また補強枠Bの面内には耐
震要素として耐震壁6または耐震パネルを配置する。
(図1.参照) 実施例2 この実施例は構造物がSRC構造であり、柱1と梁2は
鉄骨鉄筋コンクリートであるため、取付ブロック5の取
付部のコンクリートの破壊を防ぐため、取付ブロック5
の取付部には補強鋼板7を巻付けてある。
Example 1 In this example, the structure is an S structure, and a vertical frame 3 and a horizontal frame 4 in which structural steels are assembled are formed in a frame A plane composed of columns 1 and beams 2 made of structural steel. The reinforcing frame B is fixed. As the fixing means, a steel wedge-shaped mounting block 5 in which the axial force is directly transmitted to the pillar 1 or the beam 2 is used. This mounting block is basically composed of the vertical frame 3 and the horizontal frame 4 at the four corners of the reinforcing frame B. Attach to each. In addition, the earthquake-resistant wall 6 or the earthquake-resistant panel is arranged in the plane of the reinforcing frame B as an earthquake-resistant element.
(Refer to FIG. 1) Example 2 In this example, the structure is an SRC structure, and the columns 1 and the beams 2 are steel frame reinforced concrete.
A reinforcing steel plate 7 is wound around the mounting portion of.

【0007】また補強枠Bの面内に取付ける耐震要素と
しては筋違8を配置する。(図2参照) 実施例3 この実施例は構造物がRC構造であり、その実施例は前
記SRC構造の場合と略同様である。(図3参照) 図4(a)(b)に示す取付ブロック5の詳細ではアン
カーボルトにより柱1に固定されたガイド金具9の溝間
に摺動させる楔10を2個組合せて構成してあるが、図
4(c)(d)に示すように、予め一方の楔10を横枠
4の端部に溶接により固定し、他方の楔10をハンマー
などを用い叩き込んで補強枠Bが取付けられた後、2つ
の楔10,10同志を溶接により一体化させる。なお、
ガイド金具9は、耐震構造の完成後は補強枠Bの前後方
向の動きを止める移動防止金具となる。
Further, a brace 8 is arranged as a seismic element to be mounted in the plane of the reinforcing frame B. (See FIG. 2) Example 3 In this example, the structure is an RC structure, and the example is substantially the same as the case of the SRC structure. (Refer to FIG. 3) In the details of the mounting block 5 shown in FIGS. 4 (a) and 4 (b), two wedges 10 to be slid between the grooves of the guide metal fitting 9 fixed to the pillar 1 by the anchor bolt are combined and configured. However, as shown in FIGS. 4 (c) and (d), one wedge 10 is previously fixed to the end of the lateral frame 4 by welding, and the other wedge 10 is tapped with a hammer or the like to attach the reinforcing frame B. After that, the two wedges 10 and 10 are integrated by welding. In addition,
The guide fitting 9 serves as a movement preventing fitting that stops the movement of the reinforcing frame B in the front-rear direction after the seismic resistant structure is completed.

【0008】[0008]

【発明の効果】この発明は以上の構成からなり既設また
は新設の構造物において柱・梁から構成される架構面に
縦枠と横枠とからなる補強枠を軸力を伝達しうるように
固定することにより柱・梁を同時に補強し耐震性能を向
上させることができ、施工上もプレハブ化と取付ブロッ
クの使用により既設架構面に何の手も加えず迅速かつ容
易であり、工期の短縮と、マストの低減が図られる。さ
らに補強枠内に耐震要素を容易に組入れることができ、
より耐震性能を向上させることができる。
As described above, according to the present invention, in the existing or newly constructed structure, the reinforcing frame composed of the vertical frame and the horizontal frame is fixed to the frame structure composed of the pillars and beams so as to transmit the axial force. By doing so, it is possible to reinforce the pillars and beams at the same time and improve the seismic performance, and because of the prefabrication and the use of mounting blocks during construction, it is quick and easy without adding any work to the existing frame surface, which shortens the construction period. The mast can be reduced. Furthermore, seismic resistant elements can be easily installed in the reinforcement frame,
Seismic performance can be improved.

【図面の簡単な説明】[Brief description of drawings]

【図1】実施例1の縦断面図である。FIG. 1 is a vertical sectional view of a first embodiment.

【図2】実施例2の縦断面図である。FIG. 2 is a longitudinal sectional view of a second embodiment.

【図3】実施例3の縦断面図である。FIG. 3 is a vertical sectional view of a third embodiment.

【図4】取付ブロックの詳細図で(a)は正面図、
(b)は側面図、(c)は他の取付ブロックの正面図、
(d)はその側面図である。
FIG. 4 is a detailed view of a mounting block, (a) is a front view,
(B) is a side view, (c) is a front view of another mounting block,
(D) is the side view.

【図5】図1のI-I 断面図である。5 is a cross-sectional view taken along the line I-I of FIG.

【図6】図2のII-II 断面図である。6 is a sectional view taken along line II-II of FIG.

【図7】図3のIII-III 断面図である。7 is a sectional view taken along the line III-III in FIG.

【符号の説明】[Explanation of symbols]

A…架構、B…補強枠 1…柱、2…梁、3…縦枠、4…横枠、5…取付ブロッ
ク、6…耐震壁、7…補強鋼板、8…筋違、9…ガイド
金具、10…楔。
A ... Frame, B ... Reinforcing frame 1 ... Pillar, 2 ... Beam, 3 ... Vertical frame, 4 ... Horizontal frame, 5 ... Mounting block, 6 ... Seismic wall, 7 ... Reinforcing steel plate, 8 ... Brace, 9 ... Guide fitting 10 ... wedge.

フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 E04B 2/56 622 E04B 2/56 622B 622M 632 632B 632C 632M 642 642H 643 643A 651 651C E04H 9/02 301 E04H 9/02 301 311 311 321 321E Continuation of front page (51) Int.Cl. 6 Identification number Office reference number FI Technical indication location E04B 2/56 622 E04B 2/56 622B 622M 632 632B 632C 632M 642 642H 643 643A 651 651C E04H 9/02 030 1 / 02 301 311 311 321 321E

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 構造物の柱・梁から構成される架構面内
に前記柱または梁に直接軸力が伝達される取付ブロック
を介して縦枠と横枠からなる補強枠を固定してなること
を特徴とする枠組み耐震構造。
1. A reinforcing frame composed of a vertical frame and a horizontal frame is fixed in a frame structure plane composed of columns and beams of a structure through a mounting block for transmitting axial force directly to the columns or beams. A framework aseismic structure characterized by that.
【請求項2】 構造物がS構造、SRC構造あるいはR
C構造である請求項1記載の枠組み耐震構造。
2. The structure is S structure, SRC structure or R structure.
The frame seismic resistant structure according to claim 1, which is a C structure.
【請求項3】 補強枠内に耐震壁または筋違の耐震要素
が配置してある請求項1記載の枠組み耐震構造。
3. The frame seismic resistant structure according to claim 1, wherein seismic resistant walls or braced seismic resistant elements are arranged in the reinforcing frame.
JP5290796A 1996-03-11 1996-03-11 Earthquake-resistant frame structure Pending JPH09242183A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5290796A JPH09242183A (en) 1996-03-11 1996-03-11 Earthquake-resistant frame structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5290796A JPH09242183A (en) 1996-03-11 1996-03-11 Earthquake-resistant frame structure

Publications (1)

Publication Number Publication Date
JPH09242183A true JPH09242183A (en) 1997-09-16

Family

ID=12927918

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5290796A Pending JPH09242183A (en) 1996-03-11 1996-03-11 Earthquake-resistant frame structure

Country Status (1)

Country Link
JP (1) JPH09242183A (en)

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002295053A (en) * 2001-04-02 2002-10-09 Nippon Steel Corp Vibration control stud and construction method for it
JP2007009595A (en) * 2005-07-01 2007-01-18 Misawa Homes Co Ltd Damping device and mounting structure and mounting method for the same
JP2008127744A (en) * 2006-11-16 2008-06-05 Maeda Corp Aseismic strengthening structure of existing building
CN102936968A (en) * 2012-11-15 2013-02-20 北京筑福建设工程有限责任公司 Inner steel frame reinforced structure of pseudo-classic architecture and construction method thereof
CN102943572A (en) * 2012-11-15 2013-02-27 北京筑福建设工程有限责任公司 Single-floor masonry residential building steel-frame canopy guard structure and construction method thereof
CN102943569A (en) * 2012-11-15 2013-02-27 北京筑福建设工程有限责任公司 Old brickwork comprehensive reinforcing structure and construction method thereof
JP2015190131A (en) * 2014-03-27 2015-11-02 株式会社大林組 Building reinforcement structure
CN106592995A (en) * 2016-11-01 2017-04-26 中国建筑第八工程局有限公司 Installation method for tension cantilever steel-structure stress system
JP2017101511A (en) * 2015-12-04 2017-06-08 株式会社メッツ Wooden building reinforcement method
US10119268B2 (en) * 2013-12-20 2018-11-06 Etex Building Performance International Sas Protective structure for board partitions
WO2019008834A1 (en) * 2017-07-03 2019-01-10 トリニティ工業株式会社 Reinforcement structure, equipment frame, and booth
EP3347535B1 (en) * 2015-09-09 2019-11-06 Università degli Studi "G. d'Annunzio" CHIETI-PESCARA Building system with a load-resisting frame made of reinforced concrete or steel integrated with wooden infill panels
JP2021032040A (en) * 2019-08-29 2021-03-01 鹿島建設株式会社 Earthquake resistant reinforcement structure

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4698054B2 (en) * 2001-04-02 2011-06-08 新日鉄エンジニアリング株式会社 Damping stud and its construction method
JP2002295053A (en) * 2001-04-02 2002-10-09 Nippon Steel Corp Vibration control stud and construction method for it
JP2007009595A (en) * 2005-07-01 2007-01-18 Misawa Homes Co Ltd Damping device and mounting structure and mounting method for the same
JP2008127744A (en) * 2006-11-16 2008-06-05 Maeda Corp Aseismic strengthening structure of existing building
CN102936968A (en) * 2012-11-15 2013-02-20 北京筑福建设工程有限责任公司 Inner steel frame reinforced structure of pseudo-classic architecture and construction method thereof
CN102943572A (en) * 2012-11-15 2013-02-27 北京筑福建设工程有限责任公司 Single-floor masonry residential building steel-frame canopy guard structure and construction method thereof
CN102943569A (en) * 2012-11-15 2013-02-27 北京筑福建设工程有限责任公司 Old brickwork comprehensive reinforcing structure and construction method thereof
CN102936968B (en) * 2012-11-15 2015-06-03 北京筑福国际工程技术有限责任公司 Construction method of inner steel frame reinforced structure of pseudo-classic architecture
US10119268B2 (en) * 2013-12-20 2018-11-06 Etex Building Performance International Sas Protective structure for board partitions
JP2015190131A (en) * 2014-03-27 2015-11-02 株式会社大林組 Building reinforcement structure
EP3347535B1 (en) * 2015-09-09 2019-11-06 Università degli Studi "G. d'Annunzio" CHIETI-PESCARA Building system with a load-resisting frame made of reinforced concrete or steel integrated with wooden infill panels
JP2017101511A (en) * 2015-12-04 2017-06-08 株式会社メッツ Wooden building reinforcement method
CN106592995B (en) * 2016-11-01 2018-10-26 中国建筑第八工程局有限公司 Open the installation method of overarm steel construction stress system
CN106592995A (en) * 2016-11-01 2017-04-26 中国建筑第八工程局有限公司 Installation method for tension cantilever steel-structure stress system
WO2019008834A1 (en) * 2017-07-03 2019-01-10 トリニティ工業株式会社 Reinforcement structure, equipment frame, and booth
JP2019015027A (en) * 2017-07-03 2019-01-31 トリニティ工業株式会社 Reinforcement structure, facility stand and booth
CN110741128A (en) * 2017-07-03 2020-01-31 得立鼎工业株式会社 Reinforcing structure, equipment rack and compartment
US10947748B2 (en) 2017-07-03 2021-03-16 Trinity Industrial Corporation Reinforcement structure, equipment frame, and booth
CN110741128B (en) * 2017-07-03 2021-07-23 得立鼎工业株式会社 Reinforcing structure, equipment rack and compartment
JP2021032040A (en) * 2019-08-29 2021-03-01 鹿島建設株式会社 Earthquake resistant reinforcement structure

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