[go: up one dir, main page]

JP2005083188A - Wooden portal type rigid frame - Google Patents

Wooden portal type rigid frame Download PDF

Info

Publication number
JP2005083188A
JP2005083188A JP2003358509A JP2003358509A JP2005083188A JP 2005083188 A JP2005083188 A JP 2005083188A JP 2003358509 A JP2003358509 A JP 2003358509A JP 2003358509 A JP2003358509 A JP 2003358509A JP 2005083188 A JP2005083188 A JP 2005083188A
Authority
JP
Japan
Prior art keywords
shaft
wooden
column
frame
base plate
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
JP2003358509A
Other languages
Japanese (ja)
Inventor
Kenjiro Ogata
賢次郎 緒方
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2003358509A priority Critical patent/JP2005083188A/en
Publication of JP2005083188A publication Critical patent/JP2005083188A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a wooden portal type rigid frame capable of handling bending moment and tensile force by a shaft and handling shearing force by a column. <P>SOLUTION: The bending moment and tensile force of the wooden portal type rigid frame can be transmitted by the shaft, and the shearing force by a capital, so that clear structural calculation divided into bending moment and shearing force can be made in the same way as a rigid frame structure such as a steel structure. Further, since the required number of wooden portal rigid frames can be used for required parts and constructed at a part of a wooden framework method in combination with the wooden frame work method, a mixed structure is provided at a lower cost in comparison with a mixed structure with steel construction or reinforced concrete construction. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は木構造の軸組部の柱と梁のモーメント抵抗接合に関するものであるThe present invention relates to a moment resistance joint between a column and a beam of a wooden frame.

従来の木構造の軸組部の柱と梁のモーメント抵抗接合仕口工法には大断面構造が主流で木造住宅用の小断面構造による軸組には接合部の強度や耐火の問題があり日本ではほとんど普及していないIn the conventional wooden structure frame column and beam moment resistance joint joint method, large cross-section structure is mainstream, and small cross-section structure for wooden houses has problems of joint strength and fire resistance Japan Is almost unpopular

木造門型ラーメンフレーム接合仕口には
1 LVL板によるガセット釘処理接合タイプ
2 木質パネル工法
3 枠組壁工法
4 引張りボルトタイプ等がある
The wooden gate type ramen frame joint has 1 gusset nail processing joint type with LVL plate 2 wood panel construction method 3 frame wall construction method 4 tension bolt type, etc.

解決しようとする問題点は大断面構造による木造門型ラーメンフレーム工法でも下記のような問題があるProblems to be solved include the following problems even in the wooden gate type ramen frame method with a large cross-sectional structure

LVL板によるガセット釘処理接合及び木質パネル工法や枠組壁工法タイプは性能試験等では釘の耐力で許容応力が決まるので木材破壊によるバラツキは起きないのでバラツキ係数は低くなり高強度の値が出るが暴風応力による10年〜15年後の釘と木材の収縮及劣化等考慮すると許容応力は低くなるし地震時にはかなり危険  For gusseted nail processing joining with LVL plate and wood panel construction method and frame wall construction method type, allowable stress is determined by the strength of the nail in the performance test etc., so there is no variation due to wood destruction, so the variation coefficient becomes low and high strength value comes out Considering the shrinkage and deterioration of nails and wood after 10 to 15 years due to storm stress, the allowable stress is low and it is quite dangerous at the time of earthquake

引張りボルト接合タイプはボルトやラグスクリュウで接合させる構法だが建方時に梁受け用の仮設材がいるし金物も外付けで耐火性能も落ちるし施工性も悪いThe tension bolt joint type is a construction method in which bolts and lug screws are joined, but there is a temporary material for receiving the beam at the time of construction, and hardware is also externally attached, so that the fire resistance performance is lowered and the workability is also poor.

以上の様な課題を解決する為にこの発明では木構造の軸組部の柱と梁の接合部にシャフトを設けてモーメント抵抗接合した木造門型ラーメン構法で複数の柱の柱頭と柱脚に曲げモーメントと引張力を処理するシャフトを設けておき柱頭のシャフトに梁をセットしてドリフトピンやボルトで緊結して柱脚にベースプレート付シャフトを固定してこれに基礎のアンカーボルトを接続して基礎に緊結した木造門型ラーメンフレームで固定荷重及び積載荷重等の鉛直応力と地震や暴風等の水平応力を負担させるIn order to solve the above problems, in the present invention, a wooden gate type ramen construction method in which a shaft is provided at a joint between a pillar and a beam of a wooden structure and a moment resistance joint is applied to the heads and pillars of a plurality of pillars. Set a shaft to handle the bending moment and tensile force, set the beam on the head shaft, fasten it with drift pins and bolts, fix the shaft with base plate to the column base, and connect the anchor bolt to the foundation A wooden gate-type frame frame that is tightly connected to the foundation, which bears vertical stresses such as fixed loads and load loads and horizontal stresses such as earthquakes and storms.

本発明の木造門型ラーメンフレームを木造住宅の軸組に使用すると狭小間口の住宅や長スパン開口の木造住宅が建築できるWhen the wooden gate-type frame frame of the present invention is used as a frame of a wooden house, a narrow-edge house or a long-span wooden house can be constructed.

本発明の木造門型ラーメンは曲げモーメントと引張り力をシャフトで剪断力を柱頭で処理出来るので構造計算により部材の大きさを算出できるし接合金物も木材の内部にセットされるので接合金物の耐火性能も期待できるThe wooden gate type ramen of the present invention can process the bending moment and tensile force with the shaft and the shearing force with the stigma, so the size of the member can be calculated by structural calculation and the joint hardware is also set inside the wood, so the fire resistance of the joint hardware Expect performance

柱の柱頭に垂直にシャフトをセットするためのシャフト用穴とシャフトを固定するためのドリフトピン用の穴を水平に設けてシャフト用穴にシャフトを挿入してドリフトピン用穴にドリフトピンを打ち込み柱頭にシャフトを固定して置く これに端部にシャフトをセットするためのシャフト用垂直穴とシャフトを固定するためのドリフトピン用水平穴を設けた梁を柱頭のシャフトにセットしてドリフトピンで固定して柱頭と梁端部を緊結して更に梁のシャフト用穴よりシャフトの雌ねじ部にワッシャをセットしたボルトをねじ込み柱と梁を緊結する
尚シャフトには柱と梁を固定する為のドリフトピン固定用溝とボルトをセットする為の雌ネジを設けて置く又シャフトを固定するドリフトピンの代わりにボルトとナットで固定しても同じ効果が得られる
A shaft hole for setting the shaft perpendicular to the top of the pillar and a hole for the drift pin for fixing the shaft are provided horizontally, the shaft is inserted into the shaft hole, and the drift pin is driven into the hole for the drift pin. Fix the shaft to the stigma and set the beam with the vertical hole for the shaft to set the shaft at the end and the horizontal hole for the drift pin to fix the shaft to the shaft of the stigma. Fix the column head and beam end, and then tighten the bolt with the washer set on the shaft's internal thread from the beam shaft hole. The same effect can be obtained by installing a pin fixing groove and a female screw for setting the bolt, or fixing with a bolt and nut instead of a drift pin for fixing the shaft. It is

柱の柱脚にはシャフトを垂直にセットするためのシャフト用穴とシャフトを固定するためのドリフトピン用穴を水平に設けてシャフト用穴にベースプレート付シャフトのシャフト部を挿入してセットしてドリフトピン用穴にドリフトピンを打ち込み柱脚にベースプレート付シャフトを固定して更にベースプレート部を基礎のアンカーボルトに座金とナットで固定して柱脚を基礎に緊結する
尚ベースプレート付シャフトにはドリフトピンを固定出来る溝とボルト接続用の雌ネジを設けて置くまたベース部にはボルト用穴とアンカーボルト固定用の穴を設けてベースプレートをシャフトにボルトでセットして置く 又ベースプレート付シャフトはベースプレートにシャフトを溶接等で固定しても同じ効果が生じる
The column base is provided with a shaft hole for setting the shaft vertically and a drift pin hole for fixing the shaft horizontally, and the shaft portion of the shaft with the base plate is inserted and set in the shaft hole. Insert the drift pin into the hole for the drift pin, fix the shaft with the base plate to the column base, and then fix the base plate part to the anchor bolt of the foundation with a washer and nut and tighten the column base to the foundation. A groove that can fix the pin and a female screw for bolt connection are provided, and a hole for fixing the bolt and anchor bolt is provided in the base, and the base plate is set on the shaft with a bolt. The same effect is produced even if the shaft is fixed by welding etc.

図1〜3は柱の柱頭分にシャフトをセットするためのシャフト用穴とシャフトを固定するためのドリフトピン用の穴を設けてシャフト用穴にシャフトを挿入してドリフトピン用穴にドリフトピンを打ち込み柱頭にシャフトを固定して置く これに端部にシャフトをセットするためのシャフト用穴とシャフトを固定するためのドリフトピン用穴を設けた梁を柱頭のシャフトにセットしてドリフトピンで固定して柱頭と梁端部を緊結して更にはりのシャフト用穴よりシャフトの雌ねじ部にワッシャをセットしたボルトをねじ込み柱と梁を緊結して 更に柱の柱脚にはシャフトをセットするためのシャフト用穴とシャフトを固定するためのドリフトピン用穴を設けてシャフト用穴にベースプレート付シャフトのシャフト部を挿入してセットしてドリフトピン用穴にドリフトピンを打ち込み柱脚にベースプレート付シャフトを固定して更にベースプレート部を基礎のアンカーボルトに座金とナットで固定して柱脚を基礎に緊結する木造門型ラーメンフレーム1 to 3 show a shaft hole for setting the shaft at the head of the column and a drift pin hole for fixing the shaft, and the shaft is inserted into the shaft hole and the drift pin is inserted into the drift pin hole. Set the shaft to the stigma and place it on the end of the shaft with a hole for the shaft and a hole for the drift pin to fix the shaft. To fix the column head and beam end, tighten a bolt with a washer set to the female threaded portion of the shaft from the hole for the shaft of the beam, tighten the column and beam, and set the shaft to the column base of the column A drift hole for fixing the shaft and a drift pin hole is provided, and the shaft portion of the shaft with the base plate is inserted into the shaft hole and set to drift. A wooden gate type ramen frame in which a drift pin is driven into the hole for the top pin, the shaft with the base plate is fixed to the column base, and the base plate portion is fixed to the anchor bolt of the foundation with a washer and a nut, and the column base is fastened to the foundation.

図4はドリフトピンを固定出来る溝とボルト用雌ねじを設けたシャフトをベースプレートにボルトで固定するベースプレート付シャフトのベースプレートFig. 4 shows the base plate of the shaft with the base plate that fixes the shaft provided with the groove for fixing the drift pin and the female screw for the bolt to the base plate with the bolt.

図5はドリフトピンを固定出来る溝をシャフトに設けたシャフトをベースプレートに溶接で固定した請求項2のベースプレート付シャフトFIG. 5 shows a shaft with a base plate according to claim 2, wherein a shaft provided with a groove capable of fixing a drift pin is fixed to the base plate by welding.

本発明の木造門型ラーメンフレームはL型やT型に組み合わせる事により両方向小断面構造用木造門型ラーメンフレームとして木造軸組に利用できるし 壁なしの長スパン開口や大空間建築が建設できるThe wooden gate type ramen frame of the present invention can be used for a wooden frame as a wooden gate type ramen frame for a small cross-sectional structure in both directions by combining it with an L type or a T type, and a long span opening without a wall or a large space building can be constructed.

本発明の木造門型ラーメンフレームは木造住宅等の全ラーメン構造として利用できるし狭小間口のガレージ等に木造軸組構法の1部に木造門型ラーメンフレームが必要な箇所に必要な数だけ使用して木造軸組構法と併用して建設できるので鉄骨造やRC造との混構造に比べて安価な混構造ができるThe wooden gate-type ramen frame of the present invention can be used as an entire frame structure for wooden houses, etc., and can be used as many times as necessary in places where a wooden frame-type frame frame is required for a part of the wooden frame construction method in a garage at a narrow entrance. Since it can be constructed in combination with the wooden frame construction method, a cheaper mixed structure can be achieved compared to a mixed structure with steel structure or RC structure.

本発明の木造門型ラーメンは木造住宅等のリホームに使用すると耐力壁付柱と耐力壁を撤去できるので大空間が取れるThe wooden gate-type ramen of the present invention can be used for rehabilitation of wooden houses, etc., so that a large space can be taken because the pillar with the bearing wall and the bearing wall can be removed.

木造門型ラーメンフレームの実施方法を示した説明の立面図(実施例1)Elevation of the explanation showing how to implement the wooden gate type ramen frame (Example 1) 木造門型ラーメンフレームの実施方法を示した柱頭部説明の立面詳細図(実施例1)Elevation detail view of the column head explanation showing how to implement a wooden gate type ramen frame (Example 1) 木造門型ラーメンフレームの実施方法を示した柱脚部説明の立面詳細図(実施例1)Elevated detail view of column base explanation showing how to implement wooden gate type ramen frame (Example 1) 木造門型ラーメンフレームの柱脚部に使用するベースプレート付シャフトのベースプレートの平面図Plan view of the base plate of the shaft with the base plate used for the column base of the wooden gate type ramen frame 木造門型ラーメンフレームの柱脚部に使用するシャフトにプレートを溶接で固定したベースプレート付シャフトの立面図Elevated view of shaft with base plate with plate fixed to shaft used for column base of wooden gate type frame frame

符号の説明Explanation of symbols

1 柱
2 梁
3 基礎
4 シャフト
5 ドリフトピン
6 ボルト
7 ワッシャ
8 ベースプレート
9 アンカーボルト
10 敷モルタル
11 雌ネジ
12 溝
13 ナット
14 穴
15 溶接
1 pillar 2 beam 3 foundation 4 shaft 5 drift pin 6 bolt 7 washer 8 base plate 9 anchor bolt 10 floor mortar 11 female screw 12 groove 13 nut 14 hole 15 welding

Claims (2)

木構造の軸組部の柱と梁の接合部にシャフトを設けてモーメント抵抗接合した木造門型ラーメンフレーム構法で複数の柱の柱頭と柱脚に曲げモーメントと引張り力を処理させるシャフトを設けておき柱頭のシャフトに梁をセットしてドリフトピンやボルトで固定して柱と梁を緊結して更に柱脚のベースプレート付シャフトをセットして此れを基礎のアンカーボルトに接続して基礎に緊結した木造門型ラーメンフレームWith a wooden gate-type frame frame structure in which a shaft is provided at the joint between the column and beam of the wooden frame and a moment resistance joint, a shaft for processing the bending moment and tensile force is provided at the column head and column base of multiple columns. Set the beam on the shaft of the column head and fix it with drift pins or bolts to fasten the column and beam, set the shaft with the base plate of the column base and connect it to the anchor bolt of the foundation and tighten it to the foundation Wooden gate type ramen frame 請求項1の柱脚に使用する柱と基礎を緊結する為にシャフトの軸部にドリフトピンを固定出来る溝とベースプレートを設けたベースプレート付シャフトA shaft with a base plate provided with a groove and a base plate capable of fixing a drift pin to the shaft portion of the shaft in order to bind the column used for the column base of claim 1 and the foundation.
JP2003358509A 2003-09-09 2003-09-09 Wooden portal type rigid frame Pending JP2005083188A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2003358509A JP2005083188A (en) 2003-09-09 2003-09-09 Wooden portal type rigid frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003358509A JP2005083188A (en) 2003-09-09 2003-09-09 Wooden portal type rigid frame

Publications (1)

Publication Number Publication Date
JP2005083188A true JP2005083188A (en) 2005-03-31

Family

ID=34420060

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2003358509A Pending JP2005083188A (en) 2003-09-09 2003-09-09 Wooden portal type rigid frame

Country Status (1)

Country Link
JP (1) JP2005083188A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510619A (en) * 2013-10-14 2014-01-15 苏州皇家整体住宅系统股份有限公司 Low and light wood frame house portal frame system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103510619A (en) * 2013-10-14 2014-01-15 苏州皇家整体住宅系统股份有限公司 Low and light wood frame house portal frame system

Similar Documents

Publication Publication Date Title
JP6638905B2 (en) Beam-column connection structure and beam-column connection method
JP6742570B2 (en) Seismic and windproof reinforcement structure of building
WO2001090498A1 (en) Joint structure of building using thin-plate, light-gauge steel
JP5325709B2 (en) Method of constructing steel exposed column base structure
JP3878933B2 (en) Wooden gate type seismic opening frame built in wooden frame
JP2005083188A (en) Wooden portal type rigid frame
JP3103077B2 (en) JOINING DEVICE, JOINING APPARATUS FOR COLUMN, BEAM, GIRDER USING THE SAME, AND JOINING METHOD FOR COLUMN, BEAM, GIRDER, etc.
JP3122159U (en) Seismic reinforcement structure for buildings
JP5162036B2 (en) Strengthening structure of wooden building
JP3100810U (en) Wooden gate ramen
JP4355680B2 (en) Seismic reinforcement device
JP4654674B2 (en) How to install seismic reinforcement brackets for wooden buildings
JP2005256424A (en) Steel frame exposed column base structure
JP3401747B2 (en) Seismic retrofitting structure of existing structures
JPH0978694A (en) Earthquake resistant reinforcing metal fittings of building
JP2007303105A (en) Aseismatic reinforcing structure
JP3815477B2 (en) Housing material joint structure
JP2001065066A (en) Earthquake resistant reinforcing hardware for building
JP2005146718A (en) Wooden framework construction method using screw fastening of pinching metal fitting
JP2000080758A (en) Earthquake-resistant uncollapsible column for building
JP3099307U (en) Buildings and fittings for buildings
JP2004316127A (en) Building and construction method therefor
JP2006214268A (en) Method of connecting foundation members, columns or beams in a wooden building
JP3040645U (en) External type seismic reinforcement metal fittings at the joint of an existing wooden house
JP2006249799A (en) Aseismatic reinforcing member for wooden building