JPS59138637A - Support construction of beam by combined pillar - Google Patents

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 ネ究明は社のｆλい広い床面４貞や空間を作るための長
尺な梁を支持する工法に関するものである。[Detailed Description of the Invention] The present study relates to a construction method for supporting long beams to create wide floor surfaces and spaces in the company.

従来、柱のない広い床面積や空間を作るには、長尺の梁
を断面積の大きな所謂太い柱で支持して行なわれている
。しかしながら、現在のように木材資源が不足している
とき、太い柱を使用することは多額の費用を必要とする
ため、建設が次第に困難になりつつある。Conventionally, in order to create a large floor area or space without pillars, long beams have been supported by so-called thick pillars with large cross-sectional areas. However, when wood resources are currently in short supply, the use of thick pillars requires a large amount of money, so construction is becoming increasingly difficult.

本発明はこの問題点を解消するためになされたもので、
木材資源の不足している現在でも比較的安価で入手の容
易な断面積の小さい所謂細い柱でも長尺の梁を支持する
ことのできる工法を提供せんとするものである。The present invention was made to solve this problem.
The purpose of the present invention is to provide a construction method that can support long beams even with so-called thin pillars with small cross-sectional areas, which are relatively inexpensive and easily available even at present when wood resources are in short supply.

本発明の一実施例を示す第１図及び第２図により以下説
明する。支持する梁ｌの厚さ寸法と略同じ間隙を平行な
対向面ｚ、３′及び４′、５′間で保持する、同一断面
積で正方形状の夫々２本の支柱２゜３及び４，５からな
る２組の短支柱６，７を、支持する梁１′の厚さ寸法と
略同じ間隔をおいて、両組支柱６，７の隣合った対向向
２′と４７．　３′と５′が前記間隙で平行した２平面
上にあるように平行に配置してなる組合せ支柱８を適当
な方法で立設したのち、両組支柱６，７のそれぞれの対
向面２′。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be explained below with reference to FIGS. 1 and 2 showing one embodiment. Two pillars 2°3 and 4, each having the same cross-sectional area and square shape, maintain a gap approximately equal to the thickness dimension of the supporting beam l between the parallel opposing surfaces z, 3' and 4', 5'. Two pairs of short columns 6, 7 consisting of 47. After the combined struts 8 are erected in an appropriate manner so that the struts 3' and 5' are arranged in parallel on two planes parallel to each other in the gap, the opposing faces 2' of both struts 6 and 7 are erected. .

３′及び４１．　　ｓ／間に梁１を間挿して、梁１と組
支柱６．７とをボルト・ナツト９で締付は固定すると共
に、梁１の下部で両組支柱６，７の間に梁１′を　−間
挿して、梁１′と両組支柱６，７のそれぞれ隣合、つた
内支柱２，４及び３．５とをボルト・ナツトｑで締付は
固定した組合せ支柱８による梁ｌ、１′の支持工法であ
る。3' and 41. Insert the beam 1 between the beam 1 and the struts 6 and 7, tighten and fix the beam 1 and the struts 6 and 7 with bolts and nuts 9, and insert the beam 1' between the struts 6 and 7 at the bottom of the beam 1. - A beam l formed by a combination strut 8, which is interposed and fixed with bolts and nuts q between the beam 1' and the inner struts 2, 4, and 3.5, respectively adjacent to the beam 1' and the double struts 6 and 7; This is the support method 1'.

この場合、４本の支柱２．　３．　４．　５を方形状に
配設し、長尺の梁ｌ及び１′を支柱２１．３及び４゜５
の間で挾持して支柱２，３及び４，５と共に、それぞれ
複数のボルト・ナツト９及び９′で締付は方向が上下交
差するように締付は固定しているため、梁ｌ及び１１が
極めて安定よく強固に固定され、細い支柱２．　　：３
．　４．　５を使用した組合せ支柱８でも相当長尺の梁
を支持することができるので、１４１の柱で広い床面積
や空間を形成することができる。又支柱２．　３．　４
．　５は細いものなので、木ｔｙｉ貸源の不足している
現在でも比較的安価で且つ容易に入手でき、柱のない広
い床面積や空間例えば車庫や倉庫などを極めて簡単に安
価で建設することができる。In this case, there are four pillars 2. 3. 4. 5 are arranged in a rectangular shape, and the long beams l and 1' are connected to the supports 21.3 and 4°5.
The beams 1 and 11 are clamped together with the pillars 2, 3 and 4, 5, and are tightened with a plurality of bolts and nuts 9 and 9', respectively, so that the directions cross vertically. is extremely stable and firmly fixed, and the thin pillar 2. :3
．． 4. Since the combined support column 8 using 141 columns can also support a fairly long beam, a large floor area and space can be formed with 141 columns. Also, pillar 2. 3. 4
．． 5 is thin, so even today when there is a shortage of wood resources, it is relatively cheap and easy to obtain, and it is possible to construct large floor areas and spaces without pillars, such as garages and warehouses, very easily and inexpensively. can.

上記の一実施例において、梁ｌを２組の組支柱６．７の
対向面２Ｊ、　　３／及び４１．　５／間で締付は固定
し、梁１′を２組の組支柱６，７の間隙で締付は固定し
たが、締付は固定の箇所をこの逆にしても良い。又梁１
，１′は両方とも長尺のものとしたが、梁ｌ、１′の一
方何れかを２組の組支柱６，７を連結できる程度の長さ
の間挿部材にしても良い。又２組の組支柱６，７をボル
ト・ナラ）９．９’で締付は固定したが、梁１，１′と
組合せ支柱８とが強固に締付は固定できるなら他の適宜
の手段に依っても良い。又各支社２．　３．　４．　５
を同一断面積で正方形状ものにしたが、梁１，１′を固
定できるなら各支柱２．　３．　４．　５の断面積が異
なっても、正方形状でなくとも良い。In the above embodiment, the beam l is connected to the opposing surfaces 2J, 3/ and 41. of two sets of struts 6.7. 5/, and the beam 1' was tightened and fixed between the two sets of struts 6 and 7, but the tightening may be done in the opposite direction. Mata beam 1
, 1' are both long, but either one of the beams 1 and 1' may be an interposed member having a length sufficient to connect the two sets of struts 6, 7. Also, although the two sets of struts 6 and 7 were tightened with bolts and nuts 9.9', other suitable means may be used as long as the beams 1 and 1' and the strut 8 can be securely tightened. It may depend on Also, each branch office 2. 3. 4. 5
are square shaped with the same cross-sectional area, but if beams 1 and 1' can be fixed, each support column 2. 3. 4. Even if the cross-sectional area of 5 is different, it does not have to be square.

本発明は上記の構成なので次の効果を奏する。Since the present invention has the above configuration, it has the following effects.

ｉｌｌ　　ｌ箇所の組合せ支柱の立設により長尺の梁を
支持できるので、広い床面積や空間を極めて簡単に形成
できる。Since long beams can be supported by erecting the combined supports at ill and l locations, a wide floor area and space can be created extremely easily.

（２）従来の柱と梁との固定工法に比較して極めて簡単
で且つ強固に固定することができる。(2) Compared to the conventional method of fixing columns and beams, it is extremely simple and can be fixed firmly.

（３１各支柱が細いので木材資源の不足している現在で
も比較的安価でしかも容易に入手でき、広い床面積や客
間の建設を安価で且つｍ３単にできる。(31) Since each support is thin, it is relatively cheap and easily available even in the current shortage of wood resources, and construction of large floor areas and parlors can be done inexpensively and in just 3 m3.

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

図面は本発明の一実施例の説明図で、第１図は平面図、
第２図は側面図である。 １、　１・・・梁、２．　３．　４．　５・・・支柱、
ｚ′、３１．　４′、５／　、・・対向面、６．７・・
・組支柱、８・・・組合せ支柱、９、ｑ・・・ボルト・
ナツト 特許出願人　　倉真木材株式会社 株式会社佐渡島The drawings are explanatory diagrams of one embodiment of the present invention, and FIG. 1 is a plan view;
FIG. 2 is a side view. 1, 1...beam, 2. 3. 4. 5... Prop,
z′, 31. 4', 5/,...opposite surface, 6.7...
・Assembled strut, 8... Combined strut, 9, q... Bolt・
Natsuto Patent Applicant Kurama Mokuzai Co., Ltd. Sadoshima Co., Ltd.

Claims (1)

【特許請求の範囲】 １）　支持する梁の厚さと略同じ間隙を平行な対向面間
で保持する２本の支柱からなる短支柱の２組を、適宜の
間隔をおいて両組支柱の隣合った対向面が該間隙で平行
な２平面上にあるように立設された組合せ支柱において
、０■記両組支柱の対向面間に間挿された前記梁を前記
両組支柱で適宜な手段により締付は固示すると共に、固
定された前記梁の上部または下部で前記両組支柱の間に
間挿された間挿部材をｔｊｊＪ　’７１．３両組支柱の
それぞれ隣合った両支社で適宜な手段により締イ」け１
１Ｊ１定することを特徴とする組合せ支柱による梁の支
持工法。 ２）　間挿部材が梁であること特徴とする特許請求の範
囲第１項記載の組合せ支柱による梁の支ｊＳ工法。[Scope of Claims] 1) Two sets of short supports, each consisting of two supports that maintain a gap approximately equal to the thickness of the supporting beam between parallel opposing surfaces, are placed adjacent to both sets of supports at an appropriate interval. In a combination strut that is erected so that the opposing surfaces that meet are on two planes parallel to each other in the gap, the beam inserted between the opposing surfaces of the two struts described in 0. The fastening is fixed by means, and the interposed member inserted between the two sets of supports at the upper or lower part of the fixed beam is connected to each adjacent branch of the two sets of supports. Tighten by appropriate means.1
1J1 A method of supporting beams using a combination of supports. 2) The jS construction method for supporting a beam using a combination strut according to claim 1, wherein the interposed member is a beam.