JPH06346552A - Building structural member and its manufacture - Google Patents

Building structural member and its manufacture

Info

Publication number
JPH06346552A
JPH06346552A JP13344993A JP13344993A JPH06346552A JP H06346552 A JPH06346552 A JP H06346552A JP 13344993 A JP13344993 A JP 13344993A JP 13344993 A JP13344993 A JP 13344993A JP H06346552 A JPH06346552 A JP H06346552A
Authority
JP
Japan
Prior art keywords
pitch
opening
building
openings
building structure
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
JP13344993A
Other languages
Japanese (ja)
Other versions
JP3268063B2 (en
Inventor
Hidetada Kawakami
栄忠 河上
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.)
Misawa Homes Co Ltd
Original Assignee
Misawa Homes 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 Misawa Homes Co Ltd filed Critical Misawa Homes Co Ltd
Priority to JP13344993A priority Critical patent/JP3268063B2/en
Publication of JPH06346552A publication Critical patent/JPH06346552A/en
Application granted granted Critical
Publication of JP3268063B2 publication Critical patent/JP3268063B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Rod-Shaped Construction Members (AREA)

Abstract

PURPOSE:To reduce weight while ensuring prescribed strength, and prevent the mutual interference of each projection part at the two-piece facing connection of a pair of channel members. CONSTITUTION:A building structural member 15 is formed of a first member 16 and a second member 17 having a number of openings 21A, 21B longitudinally provided at a first pitch P1 by lateral drawing work. The webs 17A, 18A of the first member 16 and second member 17 are connected facing each other in the position longitudinally shifted from the position where the respective opening parts 21A, 21B are coincident to each other by a third pitch P3 which is the half of the first pitch P1. The profile edges of the opening parts 21A, 21B deformed in nearly corrugated form in the thickness direction by drawing work are engagingly fitted to each other between the first member 16 and the second member 17, and the facing connection of the webs 16A, 17A which are opening continuous line formed surfaces can be performed.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は建物構造材及びその製造
方法に係り、例えばユニット式建物を構成する建物ユニ
ットの中間梁等に利用できる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a building structural material and a method for manufacturing the same, and can be used as, for example, an intermediate beam of a building unit constituting a unit type building.

【0002】[0002]

【背景技術】従来より、住宅等の建物建設に多用される
ユニット工法は、予め工場で多数生産された略箱形状の
建物ユニットを建設現場において積層配列することによ
りユニット式建物を建設するものである。建物ユニット
は、略直方体形状のフレームに床材,天井材,内外装材
等が取付けられて生産される。フレームは、複数の柱
と、これらの柱の上端間に架け渡される上部梁と、柱の
下端間に架け渡される下部梁と、これらの下部梁間に複
数架け渡されて床材を支持する根太とを含んで構成され
ている。根太は、通常、断面略長方形の木製とされてい
るが、ユニット式建物内部にピアノ等の重量物の設置が
予想できる場合には、当該箇所に金属製の中間梁が架け
渡される。
2. Description of the Related Art Conventionally, a unit construction method often used for building buildings such as houses is to construct a unit-type building by stacking a number of substantially box-shaped building units produced in advance in a factory at a construction site. is there. The building unit is manufactured by mounting a floor material, a ceiling material, interior and exterior materials, etc. on a substantially rectangular parallelepiped frame. The frame is composed of a plurality of columns, an upper beam spanning between the upper ends of these columns, a lower beam spanning between the lower ends of the columns, and a joist that spans a plurality of these lower beams to support the flooring. It is configured to include and. The joists are usually made of wood with a substantially rectangular cross section, but if heavy objects such as a piano can be expected to be installed inside the unit type building, a metal intermediate beam is bridged over the location.

【0003】中間梁は断面略C字形状のチャンネル材と
され、所定の強度を確保したまま軽量化を図るために開
口部連設列形成面が設けられている。すなわち、中間梁
の開口部連設列形成面であるウェブには、その長手方向
に第1ピッチで多数の開口部が連設された開口部連設列
が形成されているとともに、この開口部連設列が幅方向
に第2ピッチで複数並設されている。そして、前記各開
口部連設列における開口部は、隣接する他の開口部連設
列における開口部に対して長手方向に前記第1ピッチの
半分ずれた位置に形成されており、これにより各開口部
の輪郭を形成する各辺縁が略ラチス状に配置されてい
る。この中間梁は、多数の開口部形成用スリットが形成
された長尺の素材を幅方向に引張加工することにより、
各開口部形成用スリットを開口部に拡開変形させて製造
される。このような引張加工を素材に行うと、各開口部
の輪郭を形成する各辺縁に捩じり応力が発生する。従っ
て、開口部連設列形成面であるウェブは長手方向に延び
る略波形状に変形し、厚み方向両側に交互に所定のピッ
チで突起部が生じる。
The intermediate beam is a channel material having a substantially C-shaped cross section, and is provided with an opening continuous row forming surface in order to reduce the weight while ensuring a predetermined strength. That is, the web, which is the opening-constituting-row forming surface of the intermediate beam, is provided with an opening consecutive row in which a large number of openings are consecutively arranged at the first pitch in the longitudinal direction thereof. A plurality of continuous rows are arranged side by side at the second pitch in the width direction. The openings in each row of consecutive openings are formed at positions longitudinally displaced from the openings in another row of consecutive openings adjacent to each other by half the first pitch. Each edge forming the outline of the opening is arranged in a substantially lattice shape. This intermediate beam is formed by pulling a long material in which a large number of slits for forming an opening are formed in the width direction,
It is manufactured by expanding and deforming each opening forming slit into the opening. When such a tensile process is performed on the material, a torsional stress is generated at each edge forming the contour of each opening. Therefore, the web, which is the surface on which the openings are continuously arranged, is deformed into a substantially wavy shape extending in the longitudinal direction, and protrusions are alternately formed on both sides in the thickness direction at a predetermined pitch.

【0004】[0004]

【発明が解決しようとする課題】ところで、近年、建物
設備の多様化に伴ってユニット式建物内部に従来よりも
重い重量物の設置が予想されるが、このような重量物を
前述した中間梁で支持するには強度的な不安がある。こ
のため、一対のチャンネル材を同一方向に向けて接合し
た建物構造材の使用が考えられている。この建物構造材
は、接合強度を増すためや、建物ユニットの床下におけ
る省スペース化等の理由から各チャンネル材のウェブ同
士を対面接合させた、いわゆる二丁抱き接合が必要とな
っている。ところが、これらの中間梁は、開口部連設列
形成面であるウェブ同士を対面接合させようとすると、
前述した各々の突起部同士が相互干渉して対面接合がで
きないという問題があった。本発明の目的は、所定の強
度を確保したまま軽量化を図れ、かつ一対のチャンネル
材を二丁抱き接合しても、各々の突起部同士が相互干渉
しない建物構造材及びその製造方法を提供することにあ
る。
By the way, in recent years, due to the diversification of building facilities, it is expected that a heavier object than the conventional one will be installed inside a unit-type building. There is strong anxiety to support in. Therefore, it is considered to use a building structure material in which a pair of channel materials are joined in the same direction. In order to increase the joint strength and to save space under the floor of the building unit, this building structural material requires so-called two-piece hugging joining in which the webs of the channel materials are face-to-face joined. However, these intermediate beams, when attempting to face-to-face join the webs that are the opening continuous row forming surfaces,
There has been a problem that the above-mentioned projections interfere with each other and face-to-face bonding cannot be performed. An object of the present invention is to provide a building structure material that can achieve weight reduction while ensuring a predetermined strength, and that does not interfere with each other even if a pair of channel materials are held and joined together, and a manufacturing method thereof. To do.

【0005】[0005]

【課題を解決するための手段】本発明に係る第1発明の
建物構造材は、多数の開口部形成用スリットが形成され
たスリット形成面を幅方向に引張加工することにより長
手方向に第1ピッチで多数の開口部が連設された開口部
連設列が形成されているとともにこの開口部連設列が幅
方向に第2ピッチで複数並設され、かつ前記各開口部連
設列における開口部が隣接する他の開口部連設列におけ
る開口部に対して長手方向に前記第1ピッチの半分ずれ
た位置に形成された開口部連設列形成面を有する第1部
材及び第2部材により構成され、これらの第1部材及び
第2部材が前記各開口部連設列形成面を対面させて接合
された建物構造材であって、前記第1部材及び第2部材
は前記各開口部が互いに一致する位置から長手方向に前
記第1ピッチの半分ずれて接合されていることを特徴と
する。また、本発明に係る第2発明の建物構造材は、ユ
ニット式建物を構成する建物ユニットの中間梁に用いら
れていることを特徴とする。
A building structure material according to a first aspect of the present invention is characterized in that a slit forming surface on which a large number of slits for forming an opening is formed is stretched in the width direction to make a first portion in the longitudinal direction. An opening consecutive row is formed in which a large number of openings are consecutively formed at a pitch, and a plurality of the opening consecutive rows are arranged side by side at a second pitch in the width direction, and in each of the opening consecutive rows. A first member and a second member each having an opening-portion-consecutive-row forming surface formed at a position longitudinally displaced by half the first pitch with respect to an opening in another opening-portion-constituting row adjacent to the opening. And the first member and the second member are joined to each other with the opening continuous row forming surfaces facing each other, and the first member and the second member are the opening portions. In the longitudinal direction from the position where Characterized in that it is displaced by bonding. Further, the building structure material of the second invention according to the present invention is characterized in that it is used as an intermediate beam of a building unit constituting a unit-type building.

【0006】また、本発明に係る第3発明の建物構造材
の製造方法は、長尺の素材に予め前記スリット形成面を
設け、このスリット形成面を幅方向に引張加工すること
により前記開口部連設列が複数並設された有孔材料を形
成し、この有孔材料を前記開口部から長手方向に前記第
1ピッチの4分の1ずれた位置で切断して同一長さの前
記第1部材及び第2部材を作り、これらの第1部材及び
第2部材を切断端部を揃えて接合することにより前記建
物構造材を製造することを特徴とする。
Further, in the method for manufacturing a building structural material according to the third aspect of the present invention, the slit forming surface is provided in advance on a long material, and the slit forming surface is stretched in the width direction to form the opening. A plurality of continuous rows are provided side by side to form a perforated material, and the perforated material is cut at a position displaced from the opening in the longitudinal direction by a quarter of the first pitch, and the perforated material having the same length is cut. It is characterized in that the building structural material is manufactured by producing a first member and a second member, and joining the first member and the second member with their cut ends aligned.

【0007】更に、本発明に係る第4発明の建物構造材
の製造方法は、長尺の素材に予め前記スリット形成面を
設け、この素材を前記開口部形成用スリットから長手方
向に前記第1ピッチの4分の1ずれた位置で切断して同
一長さの第1部材用材料及び第2部材用材料を作り、こ
れらの第1部材用材料及び第2部材用材料を切断端部を
揃えて接合し、前記第1部材用材料及び第2部材用材料
の各スリット形成面を同時に幅方向に引張加工すること
により前記建物構造材を製造することを特徴とする。
Further, in the method for manufacturing a building structure material according to the fourth aspect of the present invention, the slit forming surface is provided in advance on a long material, and the material is formed from the slit for forming the opening in the first direction in the longitudinal direction. The material for the first member and the material for the second member having the same length are made by cutting at a position shifted by a quarter of the pitch, and the cut end portions of the material for the first member and the material for the second member are aligned. Are joined together, and the slit forming surfaces of the material for the first member and the material for the second member are simultaneously drawn in the width direction to manufacture the building structural material.

【0008】[0008]

【作用】このような本発明に係る第1発明においては、
第1部材及び第2部材は各開口部が互いに一致する位置
から長手方向に第1ピッチの半分ずれて接合される。こ
のため、第1部材のウェブの外側に向かう突起部と第2
部材の内側に向かう突起部との位置が相互対応し、これ
らが互いに凹凸嵌合可能となる。従って、第1部材及び
第2部材を各々のウェブ同士を対面させて接合でき、こ
れによりスポット溶接等が可能となる。そして、本発明
に係る第2発明においては、建物構造材を建物ユニット
の中間梁に用いれば、大重量物を建物ユニット内部に設
置できるようになる。
In the first aspect of the present invention as described above,
The first member and the second member are joined by being displaced by half the first pitch in the longitudinal direction from the position where the openings coincide with each other. For this reason, the protrusions of the first member facing the outside of the web and the second
The positions of the protrusions facing the inside of the member correspond to each other, and these can be fitted into each other by protrusions and recesses. Therefore, the webs of the first member and the second member can be joined so as to face each other, whereby spot welding or the like can be performed. Then, in the second invention according to the present invention, if the building structural material is used for the intermediate beam of the building unit, a heavy object can be installed inside the building unit.

【0009】また、本発明に係る第3発明の建物構造材
の製造方法においては、長尺の有孔材料を開口部から長
手方向に第1ピッチの4分の1ずれた位置で切断して同
一長さの第1部材及び第2部材を作り、これらの第1部
材及び第2部材を切断端部を揃えて接合することにより
建物構造材を製造するため、建物構造材の少なくとも一
方の端部を別途切り揃える必要がない。従って、製造作
業を簡略化できるとともに有孔材料の無駄を少なくで
き、建物構造材の製造コストを低減できることになる。
Further, in the method for manufacturing a building structure material according to the third aspect of the present invention, a long perforated material is cut at a position shifted from the opening in the longitudinal direction by a quarter of the first pitch. At least one end of the building structure material is manufactured in order to manufacture the building structure material by making the first member and the second member of the same length and joining the first member and the second member by aligning the cut ends. There is no need to separate the parts separately. Therefore, the manufacturing work can be simplified, the waste of the perforated material can be reduced, and the manufacturing cost of the building structure material can be reduced.

【0010】更に、本発明に係る第4発明の建物構造材
の製造方法においては、長尺の素材を開口部形成用スリ
ットから長手方向に第1ピッチの4分の1ずれた位置で
切断して同一長さの第1部材用材料及び第2部材用材料
を作り、これらの第1部材用材料及び第2部材用材料を
切断端部を揃えて接合した後に同時に幅方向に引張加工
することにより建物構造材を製造するため、建物構造材
の少なくとも一方の端部を別途切り揃える必要がないと
ともに引張加工が一度ですむことになる。従って、建物
構造材の製造コストを一層低くできることになる。
Further, in the method for manufacturing a building structure material according to the fourth aspect of the present invention, a long material is cut from a slit for forming an opening at a position shifted by a quarter of the first pitch in the longitudinal direction. To make a material for the first member and a material for the second member which have the same length, and to perform the tensile processing in the width direction at the same time after joining the material for the first member and the material for the second member by aligning the cut ends. Since the building structural material is manufactured by, it is not necessary to separately cut and align at least one end of the building structural material, and the tensioning process is required only once. Therefore, the manufacturing cost of the building structure material can be further reduced.

【0011】[0011]

【実施例】以下に本発明の実施例を図面に基づいて説明
する。図1〜図8には、本発明に係る第1実施例が示さ
れている。図1に示す建物ユニット10は、ユニット工法
で建設されるユニット式建物を構成するものであり、予
め工場で略直方体形状のフレーム11に図示しない床材,
天井材,内外装材等が取付けられて生産される。フレー
ム11は、複数の柱12と、これらの柱12の上端間に架け渡
される上部梁13と、柱12の下端間に架け渡される下部梁
14と、これらの下部梁14間に架け渡されて床材を支持す
る図示しない複数の根太と、これらの根太と並行に中間
梁として配置される建物構造材15とを含んで構成されて
いる。
Embodiments of the present invention will be described below with reference to the drawings. 1 to 8 show a first embodiment according to the present invention. The building unit 10 shown in FIG. 1 constitutes a unit type building constructed by a unit construction method, and a floor material (not shown) is preliminarily set in a substantially rectangular parallelepiped frame 11 at a factory.
Ceiling materials, interior and exterior materials, etc. are attached and produced. The frame 11 includes a plurality of columns 12, an upper beam 13 spanning between the upper ends of the columns 12, and a lower beam spanning between the lower ends of the columns 12.
14 and a plurality of joists (not shown) spanning between these lower beams 14 to support the floor material, and a building structural material 15 arranged as an intermediate joist in parallel with these joists. .

【0012】図2〜図5に示すように、建物構造材15
は、第1部材16及び第2部材17から構成されている。第
1部材16及び第2部材17は断面略C字形状のチャンネル
材とされ、所定の強度を確保したまま軽量化を図るため
に開口部連設列形成面が設けられており、各々の開口部
連設列形成面であるウェブ17A,18Aが対面し、かつス
ポット溶接等により接合されている。これらのような第
1部材16及び第2部材17は、図6に示すような長尺の素
材18を幅方向(図中上下方向)に引張加工することによ
り形成されたものである。
As shown in FIGS. 2 to 5, the building structure material 15
Is composed of a first member 16 and a second member 17. Each of the first member 16 and the second member 17 is a channel material having a substantially C-shaped cross section, and is provided with an opening continuous row forming surface in order to reduce weight while ensuring a predetermined strength. The webs 17A, 18A, which are the surfaces for forming the row of continuous parts, face each other and are joined by spot welding or the like. The first member 16 and the second member 17 as described above are formed by pulling a long material 18 as shown in FIG. 6 in the width direction (vertical direction in the drawing).

【0013】素材18は、幅寸法が第1部材16及び第2部
材17の幅寸法よりも小さい断面略C字形状とされ、その
ウェブ18Aは所定位置に開口部形成用スリット19A,19
Bが配設されたスリット形成面とされている。開口部形
成用スリット19Aはウェブ18Aの長手方向に延びる略長
孔形状とされ、開口部形成用スリット19Bは開口部形成
用スリット19Aを二分割したような略半月形状とされて
いる。このような素材18を幅方向に引張加工することに
より図7に示すような有孔材料20が形成される。
The material 18 has a substantially C-shaped cross section whose width is smaller than the widths of the first member 16 and the second member 17, and the web 18A has slits 19A, 19A for forming openings at predetermined positions.
It is a slit forming surface on which B is arranged. The opening forming slit 19A has a substantially elongated hole shape extending in the longitudinal direction of the web 18A, and the opening forming slit 19B has a substantially half-moon shape as if the opening forming slit 19A was divided into two. By perforating the material 18 in the width direction, a perforated material 20 as shown in FIG. 7 is formed.

【0014】有孔材料20は、前記素材18のウェブ18Aが
幅方向に延びたウェブ20Aを有し、前記開口部形成用ス
リット19A,19Bが拡開変形することにより、略菱形状
の開口部21Aと、この開口部21Aを二分割したような略
三角形状の開口部21Bとが形成されたものである。この
有孔材料20は、ウェブ20Aの長手方向に第1ピッチP1
多数の開口部21A,21Bが連設された開口部連設列22が
形成されているとともに、複数の開口部連設列22が幅方
向に第2ピッチP2で並設されている。そして、各開口部
連設列22は、当該開口部連設列22における開口部21Aあ
るいは21Bが隣接する他の開口部連設列23における開口
部21Aあるいは21Bに対して長手方向に前記第1ピッチ
P1の半分である第3ピッチP3ずれた位置に形成されてい
る。従って、ウェブ20Aは、各開口部21A,21Bの輪郭
を形成する各辺縁により略ラチス状とされている。
The perforated material 20 has a web 20A in which the web 18A of the raw material 18 extends in the width direction, and the slits 19A and 19B for forming the opening are expanded and deformed to form a substantially rhombic opening. 21A and an opening 21B having a substantially triangular shape, which is obtained by dividing the opening 21A into two, are formed. This perforated material 20 is formed with a row 22 of continuous openings, in which a large number of openings 21A and 21B are continuously arranged at a first pitch P 1 in the longitudinal direction of the web 20A, and a plurality of openings 20 are continuously connected. The rows 22 are arranged side by side at the second pitch P 2 in the width direction. Each opening continuous row 22 is arranged in the first direction in the longitudinal direction with respect to the opening 21A or 21B in another opening continuous row 23 adjacent to the opening 21A or 21B in the opening continuous row 22. pitch
It is formed at a position displaced by a third pitch P 3, which is a half of P 1 . Therefore, the web 20A is substantially lattice-shaped by the edges that form the contours of the openings 21A and 21B.

【0015】このような有孔材料20は、素材18のウェブ
18Aの幅方向に引張加工を施すことにより形成されるた
め、各開口部21A,21Bの輪郭を形成する各辺縁に捩じ
り応力が発生する。このため、図7(B),(C),(D) に示す
通り、開口部21A,21Bの各辺縁の角部がウェブ20Aの
内側及び外側に交互に第1ピッチP1で突出し、ウェブ20
Aは長手方向に延びる波形状に変形している。
Such a perforated material 20 is a web of material 18.
Since it is formed by performing a tensile process in the width direction of 18A, a torsional stress is generated at each edge forming the contour of each opening 21A, 21B. Therefore, as shown in FIGS. 7 (B), (C), and (D), the corners of the edges of the openings 21A and 21B alternately project inside and outside the web 20A at the first pitch P 1 , Web 20
A is deformed into a wave shape extending in the longitudinal direction.

【0016】そして、本実施例では、図2及び図5に示
すように、第1部材16及び第2部材17は、各々の開口部
21A,21Bが互いに一致する位置から長手方向に第1ピ
ッチP1の半分、すなわち第3ピッチP3ずれて接合されて
いる。このため、第1部材16の開口部21A,21Bの中心
部に第2部材17の開口部21A,21Bの角部が配置されて
各々ウェブ16A,17Aの内外に生じる突起部分が互いに
凹凸嵌合し、これにより対面可能とされている。
Then, in this embodiment, as shown in FIGS. 2 and 5, the first member 16 and the second member 17 are provided with respective openings.
21A and 21B are joined with being displaced from each other in the longitudinal direction by half of the first pitch P 1 , that is, the third pitch P 3 from the position where they coincide with each other. Therefore, the corners of the openings 21A, 21B of the second member 17 are arranged at the center of the openings 21A, 21B of the first member 16 so that the projections generated inside and outside the webs 16A, 17A are fitted to each other by projections and depressions. However, this makes it possible to face each other.

【0017】以上のような本実施例においては、図8に
示すように、長尺の有孔材料20の任意の開口部21Aある
いは21Bから長手方向に第3ピッチP3の半分の第4ピッ
チP4(すなわち第1ピッチの4分の1)ずれた位置(図
中点線の位置)で切断して同一長さの第1部材16及び第
2部材17を作り、これらの第1部材16及び第2部材17を
切断端部を揃えてスポット溶接等で接合することにより
建物構造材15を製造する。
In this embodiment as described above, as shown in FIG. 8, from the arbitrary opening 21A or 21B of the long perforated material 20, the fourth pitch which is half the third pitch P 3 in the longitudinal direction. The first member 16 and the second member 17 having the same length are cut by cutting at a position (a position indicated by a dotted line in the figure) deviated from P 4 (that is, a quarter of the first pitch). The building structure material 15 is manufactured by aligning the cut ends of the second member 17 and joining them by spot welding or the like.

【0018】以上のような本実施例によれば、建物構造
材15は、第1部材16及び第2部材17を各開口部21A,21
Bの一致する位置から長手方向に第3ピッチP3ずれた位
置で接合することにより構成されている。このため、第
1部材16及び第2部材17は、ウェブ16A,17Aが略波形
状に変形していても各突起部が凹凸嵌合して、対面接合
が可能となる。更に、本実施例の建物構造材15は、ユニ
ット式建物を構成する建物ユニット10の中間梁として用
いられているため、大きな強度を保ちながら重量増を小
さくできる。
According to this embodiment as described above, the building structure material 15 includes the first member 16 and the second member 17 in the openings 21A, 21.
It is configured by joining at a position displaced by a third pitch P 3 in the longitudinal direction from the position where B coincides. For this reason, in the first member 16 and the second member 17, even if the webs 16A and 17A are deformed into a substantially corrugated shape, the respective protrusions are fitted in concavities and convexities, and face-to-face bonding is possible. Furthermore, since the building structure material 15 of this embodiment is used as an intermediate beam of the building unit 10 that constitutes a unit-type building, the weight increase can be reduced while maintaining a large strength.

【0019】また、建物構造材15は、長尺の有孔材料20
を各開口部21A,21Bから長手方向に第4ピッチP4ずれ
た位置で切断して同一長さの第1部材16及び第2部材17
を作り、これらの第1部材16及び第2部材17を切断端部
を揃えて接合することにより製造されるため、少なくと
も一方の端部を別途切り揃える必要がない。従って、製
造作業を簡略化できるとともに有孔材料20の無駄を少な
くでき、建物構造材15の製造コストを低減できる。
The building structure material 15 is a long perforated material 20.
Is cut at a position displaced by a fourth pitch P 4 in the longitudinal direction from each of the openings 21A and 21B, and the first member 16 and the second member 17 having the same length are cut.
Is manufactured by joining the first member 16 and the second member 17 with their cut ends aligned and joined, so that it is not necessary to separately cut and align at least one end. Therefore, the manufacturing work can be simplified, the waste of the perforated material 20 can be reduced, and the manufacturing cost of the building structure material 15 can be reduced.

【0020】図9には、本発明に係る第2実施例が示さ
れている。本実施例において、既に第1実施例において
説明した部材等については、図1〜図8の符号と同一符
号を付し、その説明を簡略、または省略する。本実施例
における建物構造材15は、前述した第1実施例の建物構
造材15と同様な構成を有しているが、その製造方法が異
なっている。すなわち、図9に示すように、長尺の素材
18のウェブ18Aに予め開口部形成用スリット19A,19B
を所定位置に配設しておき、これらの開口部形成用スリ
ット19Aあるいは19Bから長手方向に第4ピッチP4ずれ
た位置(図中点線の位置)で切断して同一長さの第1部
材用材料22及び第2部材用材料23を作り、これらの第1
部材用材料22及び第2部材用材料23を切断端部を揃えて
スポット溶接等により接合した後で一括して幅方向に引
張加工を施すことにより建物構造材15を製造する。従っ
て、引張加工に伴って、各開口部用スリット19A,19B
が開口部21A,21Bに拡開変形し、第1部材用材料22及
び第2部材用材料23は接合されたまま第1部材16及び第
2部材17となる。この際、第1部材16及び第2部材17
は、各開口部21A,21Bの輪郭を形成する各辺縁の突起
部分が互いに自動的に凹凸嵌合する。
FIG. 9 shows a second embodiment according to the present invention. In the present embodiment, the members and the like already described in the first embodiment are designated by the same reference numerals as those in FIGS. 1 to 8, and the description thereof will be simplified or omitted. The building structure material 15 in this embodiment has the same structure as the building structure material 15 in the first embodiment described above, but the manufacturing method is different. That is, as shown in FIG. 9, a long material
Slits 19A, 19B for forming openings are previously formed on the 18 webs 18A.
Is disposed at a predetermined position, and is cut at a position (a position indicated by a dotted line in the drawing) that is displaced from the opening forming slit 19A or 19B by a fourth pitch P 4 in the longitudinal direction, and the first member having the same length. The material 22 for the second member and the material 23 for the second member, and
The building material 15 is manufactured by joining the material 22 for the member and the material 23 for the second member by aligning the cut ends and joining them by spot welding or the like, and then collectively subjecting them to tensile work in the width direction. Therefore, the slits 19A and 19B for each opening are accompanied by the tensile processing.
Is expanded and deformed into the openings 21A and 21B, and the first member material 22 and the second member material 23 become the first member 16 and the second member 17 while being joined. At this time, the first member 16 and the second member 17
The projections at the edges forming the contours of the openings 21A and 21B automatically fit into each other.

【0021】以上のような本実施例によれば、建物構造
材15が第1実施例の建物構造材15と同様に構成されるた
め、第1実施例と同様な効果が得られる。一方、本実施
例によれば、建物構造材15は、第1部材用材料22及び第
2部材用材料23を接合させた後で一括して引張加工を施
すことにより製造されるため、製造にあたっての引張加
工が一度ですみ、製造作業を簡略化できる。また、本実
施例の建物構造材15は、第1部材16及び第2部材17とな
る第1部材用材料22及び第2部材用材料23を予め平坦な
状態のウェブをスポット溶接等により接合するため、接
合を確実に行える。
According to the present embodiment as described above, since the building structure material 15 is configured similarly to the building structure material 15 of the first embodiment, the same effect as that of the first embodiment can be obtained. On the other hand, according to the present embodiment, the building structural material 15 is manufactured by joining the first member material 22 and the second member material 23 and then collectively subjecting them to tensile processing, Only one pulling process is required and the manufacturing work can be simplified. Further, in the building structural material 15 of the present embodiment, the first member material 22 and the second member material 23, which will be the first member 16 and the second member 17, are preliminarily joined to each other in a flat state by spot welding or the like. Therefore, the joining can be reliably performed.

【0022】なお、本発明は前述の各実施例に限定され
るものではなく、本発明を達成できる範囲での改良,変
形等は本発明に含まれるものである。例えば、前述した
各実施例における第1部材及び第2部材としては、断面
略C字形状のチャンネル材が例示されていたが、本発明
の第1部材及び第2部材としては略平板形状のものや断
面略L字形状のもの等でもよい。また、各開口は略円形
状,略楕円形状,略三角形状,略多角形状等でもよく、
実施にあたって適宜設定すればよい。更に、各実施例に
おける建物構造材は、建物ユニットの中間梁に適用され
ていたが、この他にも柱,上部梁,下部梁等にも適用可
能である。そして、本発明の建物構造材は、ユニット工
法で建設されるユニット式建物以外にも、在来工法で建
設される鉄骨軸組を有する建物にも適用可能である。
It should be noted that the present invention is not limited to the above-described embodiments, and improvements, modifications and the like within the scope of achieving the present invention are included in the present invention. For example, although the channel member having a substantially C-shaped cross section is illustrated as the first member and the second member in each of the above-described embodiments, the first member and the second member of the present invention have a substantially flat plate shape. Alternatively, it may have a substantially L-shaped cross section. Further, each opening may have a substantially circular shape, a substantially elliptical shape, a substantially triangular shape, a substantially polygonal shape, or the like,
It may be set appropriately for implementation. Further, the building structural material in each of the embodiments is applied to the intermediate beam of the building unit, but it is also applicable to columns, upper beams, lower beams and the like. The building structure material of the present invention is applicable not only to a unit-type building constructed by a unit construction method but also to a building having a steel frame constructed by a conventional construction method.

【0023】[0023]

【発明の効果】本発明の第1発明によれば、所定の強度
を確保したまま軽量化を図れる建物構造材が提供でき
る。また、本発明の第2発明によれば、大重量物を建物
ユニット内部に設置できる建物構造材が提供できる。更
に、本発明の第3発明によれば、製造作業を簡略化でき
るとともに有孔材料の無駄を少なくできるため、製造コ
ストが低い建物構造材の製造方法が提供できる。そし
て、本発明の第4発明によれば、引張加工が一度ですむ
ため製造工程を省略でき、一層製造コストの低い建物構
造材の製造方法が提供できる。
According to the first aspect of the present invention, it is possible to provide a building structural material which can be made lightweight while ensuring a predetermined strength. Further, according to the second aspect of the present invention, it is possible to provide a building structure material capable of installing a heavy object inside a building unit. Further, according to the third aspect of the present invention, since the manufacturing work can be simplified and the waste of the perforated material can be reduced, it is possible to provide a method for manufacturing a building structure material having a low manufacturing cost. Further, according to the fourth aspect of the present invention, since the tensioning process only needs to be performed once, the manufacturing process can be omitted, and a manufacturing method of a building structure material with a further lower manufacturing cost can be provided.

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

【図1】本発明の第1実施例が適用される建物ユニット
の模式斜視図である。
FIG. 1 is a schematic perspective view of a building unit to which a first embodiment of the present invention is applied.

【図2】前記実施例の建物構造材を示す側面図である。FIG. 2 is a side view showing the building structural material of the embodiment.

【図3】図2で示すIII-III 線断面図である。FIG. 3 is a sectional view taken along line III-III shown in FIG.

【図4】図2で示すIV-IV 線断面図である。FIG. 4 is a sectional view taken along line IV-IV shown in FIG.

【図5】図2で示すV−V線断面図である。5 is a cross-sectional view taken along line VV shown in FIG.

【図6】素材を示す側面図及び断面図である。6A and 6B are a side view and a cross-sectional view showing a material.

【図7】有孔材料を示す側面図及び断面図である。FIG. 7 is a side view and a cross-sectional view showing a perforated material.

【図8】建物構造材の製造方法を示す側面図である。FIG. 8 is a side view showing a method for manufacturing a building structure material.

【図9】本発明の第2実施例の有孔材料の製造方法を示
す側面図である。
FIG. 9 is a side view showing the method of manufacturing the perforated material according to the second embodiment of the present invention.

【符号の説明】[Explanation of symbols]

10 建物ユニット 15 建物構造材 16 第1部材 17 第2部材 16A,17A 開口部連設列形成面であるウェブ 18 素材 18A スリット形成面であるウェブ 19A,19A 開口部形成用スリット 20 有孔材料 21A,21B 開口部 22 開口部連設列 23 第1部材用材料 24 第2部材用材料 P1 第1ピッチ P2 第2ピッチ P3 第1ピッチの半分である第3ピッチ P4 第1ピッチの4分の1である第4ピッチ10 Building unit 15 Building structure material 16 First member 17 Second member 16A, 17A Web 18 which is the row forming surface for continuous openings 18 Material 18A Web which is the slit forming surface 19A, 19A Slit for forming openings 20 Perforated material 21A , 21B Opening 22 Continuous row of openings 23 Material for first member 24 Material for second member P 1 1st pitch P 2 2nd pitch P 3 3rd pitch which is half of 1st pitch P 4 1st pitch Fourth pitch, which is a quarter

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 多数の開口部形成用スリットが形成され
たスリット形成面を幅方向に引張加工することにより長
手方向に第1ピッチで多数の開口部が連設された開口部
連設列が形成されているとともにこの開口部連設列が幅
方向に第2ピッチで複数並設され、かつ前記各開口部連
設列における開口部が隣接する他の開口部連設列におけ
る開口部に対して長手方向に前記第1ピッチの半分ずれ
た位置に形成された開口部連設列形成面を有する第1部
材及び第2部材により構成され、これらの第1部材及び
第2部材が前記各開口部連設列形成面を対面させて接合
された建物構造材であって、前記第1部材及び第2部材
は前記各開口部が互いに一致する位置から長手方向に前
記第1ピッチの半分ずれて接合されていることを特徴と
する建物構造材。
1. A continuous row of openings, in which a large number of openings are continuously formed at a first pitch in the longitudinal direction, by drawing a slit forming surface in which a plurality of slits for forming an opening are formed in a width direction. A plurality of consecutive opening rows are formed in parallel with each other in the width direction at the second pitch, and the openings in each of the consecutive opening rows are adjacent to the openings in another consecutive opening row. And a second member having opening-consecutive-row-forming surfaces formed at positions displaced by half the first pitch in the longitudinal direction, and these first and second members are provided in each of the openings. In the building structure material, which is joined to each other with the part-consecutive row forming surfaces facing each other, the first member and the second member are deviated by half the first pitch in the longitudinal direction from the position where the openings coincide with each other. Building structure material characterized by being joined.
【請求項2】 請求項1の建物構造材において、前記建
物構造材はユニット式建物を構成する建物ユニットの中
間梁に用いられていることを特徴とする建物構造材。
2. The building structure material according to claim 1, wherein the building structure material is used as an intermediate beam of a building unit forming a unit-type building.
【請求項3】 請求項1または請求項2の建物構造材の
製造方法であって、長尺の素材に予め前記スリット形成
面を設け、このスリット形成面を幅方向に引張加工する
ことにより前記開口部連設列が複数並設された有孔材料
を形成し、この有孔材料を前記開口部から長手方向に前
記第1ピッチの4分の1ずれた位置で切断して同一長さ
の前記第1部材及び第2部材を作り、これらの第1部材
及び第2部材を切断端部を揃えて接合することにより前
記建物構造材を製造することを特徴とする建物構造材の
製造方法。
3. The method for manufacturing a building structure material according to claim 1 or 2, wherein the slit forming surface is provided in advance on a long material, and the slit forming surface is stretched in the width direction. A perforated material is formed by arranging a plurality of rows of apertures arranged side by side, and the perforated material is cut at a position displaced from the apertures in the longitudinal direction by a quarter of the first pitch to have the same length. A method for manufacturing a building structure material, comprising: manufacturing the first member and the second member, and manufacturing the building structure material by aligning the cut ends of the first member and the second member and joining them.
【請求項4】 請求項1または請求項2の建物構造材の
製造方法であって、長尺の素材に予め前記スリット形成
面を設け、この素材を前記開口部形成用スリットから長
手方向に前記第1ピッチの4分の1ずれた位置で切断し
て同一長さの第1部材用材料及び第2部材用材料を作
り、これらの第1部材用材料及び第2部材用材料を切断
端部を揃えて接合し、前記第1部材用材料及び第2部材
用材料の各スリット形成面を同時に幅方向に引張加工す
ることにより前記建物構造材を製造することを特徴とす
る建物構造材の製造方法。
4. The method for manufacturing a building structure material according to claim 1, wherein a long material is provided with the slit forming surface in advance, and the material is formed from the slit for forming the opening in the longitudinal direction. The material for the first member and the material for the second member having the same length are cut by cutting at a position shifted by a quarter of the first pitch, and the material for the first member and the material for the second member are cut end portions. Of the first member material and the second member material are simultaneously subjected to tensile processing in the width direction to manufacture the building structural material, which is characterized in that the building structural material is manufactured. Method.
JP13344993A 1993-06-03 1993-06-03 Manufacturing method of building structural materials Expired - Fee Related JP3268063B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13344993A JP3268063B2 (en) 1993-06-03 1993-06-03 Manufacturing method of building structural materials

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13344993A JP3268063B2 (en) 1993-06-03 1993-06-03 Manufacturing method of building structural materials

Publications (2)

Publication Number Publication Date
JPH06346552A true JPH06346552A (en) 1994-12-20
JP3268063B2 JP3268063B2 (en) 2002-03-25

Family

ID=15105040

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13344993A Expired - Fee Related JP3268063B2 (en) 1993-06-03 1993-06-03 Manufacturing method of building structural materials

Country Status (1)

Country Link
JP (1) JP3268063B2 (en)

Also Published As

Publication number Publication date
JP3268063B2 (en) 2002-03-25

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