JPH0280739A - Load bearing panel for construction and construction framework structure - Google Patents

Load bearing panel for construction and construction framework structure

Info

Publication number
JPH0280739A
JPH0280739A JP1165815A JP16581589A JPH0280739A JP H0280739 A JPH0280739 A JP H0280739A JP 1165815 A JP1165815 A JP 1165815A JP 16581589 A JP16581589 A JP 16581589A JP H0280739 A JPH0280739 A JP H0280739A
Authority
JP
Japan
Prior art keywords
members
load
bearing panel
construction
load bearing
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.)
Granted
Application number
JP1165815A
Other languages
Japanese (ja)
Other versions
JP2809430B2 (en
Inventor
Yasuhiko Kuroiwa
保彦 黒岩
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP1165815A priority Critical patent/JP2809430B2/en
Publication of JPH0280739A publication Critical patent/JPH0280739A/en
Application granted granted Critical
Publication of JP2809430B2 publication Critical patent/JP2809430B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To enable mass production while improving quality by joining lattice members, to which cylindrical members are arranged to a corrugated shape, on both sides of a central longitudinal member. CONSTITUTION:Lattice members 3 in which steel pipes are bent to a corrugated shape, and abutting sections against a central longitudinal member 2 are formed flatly are joined on both sides of the longitudinal member 2 by bolts 4, etc., thus shaping a load bearing panel 1. The load bearing panel 1 is incorporated into a framework surrounded by upper and lower lateral members 5 such as beams, girders, sills, etc., and longitudinal members 6 such as poles.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は主として木質構造の住宅における軸組内に取付
けられ水平力を負担する耐力パネルと、該耐力パネルを
用いた建築軸組構造に関するものである。
[Detailed Description of the Invention] [Industrial Application Field] The present invention mainly relates to a load-bearing panel that is installed within the frame of a wooden-structured house and bears horizontal force, and a building frame structure using the load-bearing panel. It is.

〔従来の技術および課題〕[Conventional technology and issues]

木質構造建築物において、地震などの水平力に対しては
、従来、筋違、壁の配置により対処する場合が多い。
In wooden structures, horizontal forces such as those caused by earthquakes are conventionally often dealt with by placing braces and walls.

しかし、従来の木質構造建築物は、木材の強度の問題の
他、水平耐力部材としての筋違や壁により、開口部や空
間の設計の自由度が制限され、またユニット化が難しこ
と、施工に多くの時間を要すること、特殊な技能を有す
る職人を必要とすることなどの問題があり、量産化が難
しかった。
However, with conventional wooden structures, in addition to problems with the strength of the wood, the freedom of designing openings and spaces is limited by the use of braces and walls as horizontal load-bearing members, and it is difficult to create units. There were problems such as the large amount of time required and the need for craftsmen with special skills, making mass production difficult.

本発明は、プレハブ化が可能な新たな水平耐力部材を提
供し、これを構造軸組に組込むことにより、量産化を可
能とし、設計の自由度を高め、また施工の合理化、品質
の向上を図ったものである。
The present invention provides a new horizontal load-bearing member that can be prefabricated, and by incorporating it into a structural framework, it enables mass production, increases the degree of freedom in design, and streamlines construction and improves quality. It was planned.

〔課題を解決するための手段〕[Means to solve the problem]

本発明の建築用耐力パネルは中央の縦部材の両側に鋼管
、鉄筋、その他の棒状部材を波状に配したラチス部材を
接合してユニットを形成したものである。縦部材とラチ
ス部材の接合部は例えばラチス部材の縦部材への当接部
を偏平となるよう加工し、その部分をボルトなどで止め
ることができる。
The load-bearing panel for construction of the present invention is a unit formed by joining lattice members in which steel pipes, reinforcing bars, and other rod-like members are arranged in a wavy manner on both sides of a central vertical member. For the joint between the vertical member and the lattice member, for example, the contact portion of the lattice member to the vertical member may be processed to be flat, and that portion may be fixed with bolts or the like.

また、本発明の建築軸組構造は上記耐カパネルのユニッ
トを建築軸組を構成する上下の横部材および左右の縦部
材によって形成される枠組内に配置したものである。耐
力パネルは水平耐力部材として大きな強度を与え、この
ような壁倍率の大きい耐力パネルを軸組内に複数分散配
置することにより、出入り口、窓などの開口部を広くと
ることができ、設計の自由度が増す。
Further, in the building frame structure of the present invention, the above-mentioned roof panel-resistant unit is arranged within a framework formed by upper and lower horizontal members and left and right vertical members that constitute the building frame. Load-bearing panels provide great strength as horizontal load-bearing members, and by distributing multiple load-bearing panels with large wall magnifications within a framework, openings such as doorways and windows can be made wider, allowing greater freedom in design. The degree increases.

〔実施例〕〔Example〕

第り図はユニットとしての耐力パネル1を示したもので
、縦部材2 (通常、木製)と、ラチス部材3とからな
る。本実施例のラチス部材3は1本の鋼管を波状に屈曲
し、縦部材2への当接部を偏平としたもので、中央に配
される縦部材2の両側にボルト4などにより接合し、平
面的な水平耐力部材を構成する。第2図はラチス部材3
の向きを第1図の実施例と逆向きにした場合の例であり
、第1図のものではラチス部材3の上下端が中央の縦部
材2に当接し、閉じた形であるのに対し、第2図の例で
はラチス部材3の上下端が開いた形になっている。
Figure 2 shows a load-bearing panel 1 as a unit, which consists of vertical members 2 (usually made of wood) and lattice members 3. The lattice member 3 of this embodiment is made by bending a single steel pipe into a wave shape and making the contact part to the vertical member 2 flat, and is connected to both sides of the vertical member 2 arranged in the center with bolts 4 or the like. , constitutes a planar horizontal load-bearing member. Figure 2 shows the lattice member 3.
This is an example in which the direction of the lattice member 3 is reversed to that of the embodiment shown in FIG. In the example shown in FIG. 2, the upper and lower ends of the lattice member 3 are open.

このような耐力パネル1はユニット化した状態で、第3
図に示すように、梁、桁、土台などの上下横部材5およ
び柱などの縦部材6で囲まれる枠組内に組み込んで使用
する。通常、縦部材6は柱または間柱であり、縦部材6
に対しては、縦部材6に当接するラチス部材3の屈曲部
をボルト4などで接合する。また、耐力パネル1の中央
の縦部材2は上記枠組内に組込んむ際、間柱と同様に扱
うこともできる。
Such a load-bearing panel 1 is in a unitized state, and the third
As shown in the figure, it is used by being built into a framework surrounded by upper and lower horizontal members 5 such as beams, girders, and foundations, and vertical members 6 such as columns. Typically, the vertical members 6 are columns or studs;
, the bent portion of the lattice member 3 that contacts the vertical member 6 is joined with a bolt 4 or the like. Further, when the vertical member 2 at the center of the load-bearing panel 1 is assembled into the framework, it can be treated similarly to a stud.

第4図および第5図は耐力パネル1を構成する縦部材2
とラチス部材3の接合部の一例を示したもので、縦部材
2の両側面にねじ孔7を設けた鋼板製の固定板8を木ね
じ9により固定しておき、偏平としたラチス部材3の当
接部に縦部材1を貫通するボルト4を挿通して接合する
4 and 5 show the vertical members 2 constituting the load-bearing panel 1.
This figure shows an example of a joint between a vertical member 2 and a lattice member 3, in which a fixing plate 8 made of steel plate with screw holes 7 provided on both sides of the vertical member 2 is fixed with wood screws 9, and a flat lattice member 3 is attached. A bolt 4 passing through the vertical member 1 is inserted into the abutting portion to join the members.

第6図は建築物の軸組を構成する柱などの縦部材6と耐
力パネル1を構成するラチス部材3の接合部の詳細を示
したもので、上述した耐力パネル1中央の縦部材2とラ
チス部材3の接合と同様に行うことができる。なお、こ
の場合、縦部材6の片側のみの接合となる。
Figure 6 shows details of the joints between the vertical members 6 such as columns that make up the framework of the building and the lattice members 3 that make up the load-bearing panel 1. This can be done in the same way as the joining of the lattice members 3. In this case, only one side of the vertical member 6 is joined.

第7図および第8図は耐力パネル1を構成する縦部材2
の上下横架材5への取付は方法の一例を示したもので、
基板10から直角に突設したブラケット11を縦部材2
に取付けるとともに、基板11を横架材5に木ねじなど
によって取付けている。
FIGS. 7 and 8 show vertical members 2 constituting the load-bearing panel 1.
The installation method to the upper and lower horizontal members 5 is an example of the method.
A bracket 11 protruding from the substrate 10 at right angles is attached to the vertical member 2.
At the same time, the board 11 is attached to the horizontal member 5 using wood screws or the like.

以上第4図〜第8図はそれぞれ接合方法の一例を示した
もので、これらに限定されるものではない。
The above FIGS. 4 to 8 each show an example of the joining method, and the present invention is not limited to these.

第9図は本発明の軸組構造における耐力パネル1の配置
例を示したもので、耐力パネルを梁、桁、土台などの上
下横部材5間に、一般の柱の他に耐力パネル取付は用の
枠組を構成する縦部材6 (もちろん通常の柱、間柱と
して配置されるものも含む)を設け、軸組内に耐力パネ
ル1を分散配置している。具体的には柱や、開口位置、
軸組としての必要な耐力などを考慮し、設計により水平
耐力部材として効率的な配置を決定する。第10図は第
9図の軸組による木質建築構造物における他の構造部材
との関係を示したもので、原則的には従来工法により構
築することができ、さらに接合金具などの工夫により、
量産化、施工の合理化を図ることができる。なお、図中
、12はRC基礎、13は大引、14は片持ち式ベラン
ダ部、15はベランダ手摺、16は垂木、17は野地板
、18はアスファルトルーフィング、19は屋根仕上げ
材を示す。
Fig. 9 shows an example of the arrangement of load-bearing panels 1 in the framework structure of the present invention, in which the load-bearing panels are installed between upper and lower horizontal members 5 such as beams, girders, and foundations, in addition to ordinary columns. Vertical members 6 (of course including those arranged as ordinary columns and studs) constituting a framework are provided, and load-bearing panels 1 are distributed within the framework. Specifically, pillars, opening positions,
Taking into account the required strength of the framework, the design determines the efficient arrangement of the horizontal load-bearing members. Figure 10 shows the relationship with other structural members in a wooden building structure using the frame shown in Figure 9. In principle, it can be constructed using conventional construction methods, and by using additional fittings etc.
Mass production and rationalization of construction can be achieved. In addition, in the figure, 12 shows the RC foundation, 13 shows the main drawer, 14 shows the cantilevered veranda part, 15 shows the balcony handrail, 16 shows the rafters, 17 shows the field board, 18 shows the asphalt roofing, and 19 shows the roof finishing material.

〔発明の効果〕〔Effect of the invention〕

本発明の耐力パネルは木製などの縦部材の両側に棒状部
材を波状に配したラチス部材を取付けてユニット化した
ものであり、軽量で、かつ強度の大きい水平耐力部材と
することができる。
The load-bearing panel of the present invention is made into a unit by attaching a lattice member in which bar-shaped members are arranged in a wave pattern on both sides of a vertical member such as wood, and can be made into a lightweight and strong horizontal load-bearing member.

なおラチス部材が中央の縦部材に対して線対称の場合、
水平力を受けたとき中央の縦部材には大きな力が発生し
ないので、縦部材を小断面にすることができる。また第
1図のようにラチス材が横架材に対して閉じた形状の配
置であればラチス部材の取付部は少なく、力の伝達も合
理的になる。
In addition, if the lattice member is line symmetrical with respect to the central vertical member,
Since no large force is generated in the central vertical member when horizontal force is applied, the vertical member can have a small cross section. Further, if the lattice member is arranged in a closed shape with respect to the horizontal member as shown in FIG. 1, there will be fewer attachment parts for the lattice member, and force transmission will be streamlined.

本発明の軸組構造では上述のような効果を有する耐力パ
ネルを使用することにより、施工性の向上が図れるとと
もに、筋違や一般の壁構造に比べ開口部を広くとること
ができ、その配置についても自由度が大きく、自由な空
間デザインを可能とする。
The framework structure of the present invention uses load-bearing panels that have the above-mentioned effects, which improves workability, and allows for wider openings compared to braces or general wall structures, making it easier to arrange them. It also has a large degree of freedom, allowing for free space design.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図および第2図は耐力パネルの正面図、第3図は使
用状態の正面図、第4図、第5図、第6図、第7図およ
び第8図は接合部の詳細図、第9図は軸組構造における
耐力パネルの配置を示す斜視図、第10図は他の構造部
材との関係を示す分解斜視図である。 1・・・耐力パネル、2・・・縦部材、3・・・ラチス
部材、4・・・ボルト、5・・・横架材、6・・・柱、
7・・・ねじ孔、8・・・固定板、9・・・木ねじ、1
0・・・基板、11・・・ブラケット、
Figures 1 and 2 are front views of the load-bearing panel, Figure 3 is a front view of the load-bearing panel in use, Figures 4, 5, 6, 7, and 8 are detailed views of the joints; FIG. 9 is a perspective view showing the arrangement of load-bearing panels in the framework structure, and FIG. 10 is an exploded perspective view showing the relationship with other structural members. DESCRIPTION OF SYMBOLS 1... Load-bearing panel, 2... Vertical member, 3... Lattice member, 4... Bolt, 5... Horizontal member, 6... Column,
7...Screw hole, 8...Fixing plate, 9...Wood screw, 1
0... Board, 11... Bracket,

Claims (2)

【特許請求の範囲】[Claims] (1)中央の縦部材の両側に棒状部材を波状に配したラ
チス部材を接合してなることを特徴とする耐力パネル。
(1) A load-bearing panel characterized by joining a lattice member in which bar-like members are arranged in a wavy manner on both sides of a central vertical member.
(2)請求項1記載の耐力パネルを建築軸組を構成する
上下の横部材および左右の縦部材によって形成される枠
組内に配置したことを特徴とする建築軸組構造。
(2) An architectural framework structure, characterized in that the load-bearing panel according to claim 1 is disposed within a framework formed by upper and lower horizontal members and left and right vertical members constituting the architectural framework.
JP1165815A 1988-06-28 1989-06-28 Wooden building frame structure Expired - Lifetime JP2809430B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1165815A JP2809430B2 (en) 1988-06-28 1989-06-28 Wooden building frame structure

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP15996088 1988-06-28
JP63-159960 1988-06-28
JP1165815A JP2809430B2 (en) 1988-06-28 1989-06-28 Wooden building frame structure

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP15101196A Division JP2653649B2 (en) 1988-06-28 1996-06-12 Joints between wooden and lattice members

Publications (2)

Publication Number Publication Date
JPH0280739A true JPH0280739A (en) 1990-03-20
JP2809430B2 JP2809430B2 (en) 1998-10-08

Family

ID=26486600

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1165815A Expired - Lifetime JP2809430B2 (en) 1988-06-28 1989-06-28 Wooden building frame structure

Country Status (1)

Country Link
JP (1) JP2809430B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04371634A (en) * 1991-06-20 1992-12-24 Asahi Chem Ind Co Ltd Framework structure of building
CN112726880A (en) * 2020-12-28 2021-04-30 同济大学 Rectangular steel pipe-corrugated steel plate combined wall steel coupling beam coupled wall

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59217852A (en) * 1983-05-25 1984-12-08 ナショナル住宅産業株式会社 Structure of durable wall panel attaching part

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS59217852A (en) * 1983-05-25 1984-12-08 ナショナル住宅産業株式会社 Structure of durable wall panel attaching part

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH04371634A (en) * 1991-06-20 1992-12-24 Asahi Chem Ind Co Ltd Framework structure of building
CN112726880A (en) * 2020-12-28 2021-04-30 同济大学 Rectangular steel pipe-corrugated steel plate combined wall steel coupling beam coupled wall

Also Published As

Publication number Publication date
JP2809430B2 (en) 1998-10-08

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