JP3794857B2 - Steel pulling, steel pulling support structure and support method - Google Patents

Steel pulling, steel pulling support structure and support method Download PDF

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JP3794857B2
JP3794857B2 JP03347199A JP3347199A JP3794857B2 JP 3794857 B2 JP3794857 B2 JP 3794857B2 JP 03347199 A JP03347199 A JP 03347199A JP 3347199 A JP3347199 A JP 3347199A JP 3794857 B2 JP3794857 B2 JP 3794857B2
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steel
pulling
steel pulling
engaged
receiving portion
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JP2000230292A (en
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俊彦 奥津
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Misawa Homes Co Ltd
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Misawa Homes Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、住宅等の床の根太を支持するための鋼製大引、鋼製大引の支持構造および支持方法に関するものである。
【0002】
【背景の技術】
一般に、住宅においては、1階床の根太を支持するのには、木製の大引が使用されている。ところが、近年、木材の安定供給が困難になりつつあり、このため、大引を鋼製化することが一部で行われている。
鋼製大引を使用した技術としては、例えば、特許第2750273号公報および特許第2828240号公報に記載のものが知られている。これら公報に記載の鋼製大引は断面が正方形状のパイプ材からなり、鋼製束を介して束ベース上に支持される。この鋼製束は、断面L字状の大引受具と、ベースプレートとをターンバックルで連結して構成されたものであり、前記大引受具に鋼製大引を装着するには、大引受具の底壁部と側壁部とにそれぞれ鋼製大引の底面と側面をそれぞれ当接したうえで、前記大引受具の底壁部および側壁部にそれぞれ形成された穴から、ボルトや釘等を鋼製大引にねじ込むまたは打込むことによって行っている。
【0003】
【発明が解決しようとする課題】
ところで、前記特許第2828240号公報に記載の鋼製大引は、断面略逆台形状の筒状に形成されているので、以下のような不具合点があった。
すなわち、前記鋼製大引は、鋼製束の上端部に設けられた受部によって支持されるが、該受部に鋼製大引を装着した際に、該鋼製大引と、受部の側板との間に隙間が生じると、該鋼製大引が受部内でガタツイテしまって、鋼製大引の支持が不安定になる。
【0004】
上記のような隙間を無くするには、鋼製大引の下端部の幅を、受部の側板間の距離とほぼ等しくするか若干大きくして、鋼製大引の下端部を受部の側板間に押込むようにすればよいが、前記鋼製大引は、鋼板を曲げ加工することによって、断面略逆台形状の筒状に形成するようにしているので、該鋼製大引の下端部を、受部の側板間に確実にはめ込むことができるような寸法に仕上げることは困難であり、鋼製大引の下端部が前記寸法より大きくなると、該下端部を側板間にはめ込むことができないか、または、無理に押込むと、鋼製大引に無理な力が作用して該鋼製大引が変形もしくは破損する可能性があり、一方、鋼製大引の下端部が前記寸法より小さくなると、該下端部と受部の側板との間に隙間が生じてしまうことになる。
さらに、前記鋼製大引は、前記鋼製大引は、鋼板を曲げ加工することによって、断面略逆台形状の筒状に形成し、その下面中央部において鋼板の両端部を巻き込んでかしめてあるので、このかしめ加工に手間がかかるという不具合点もあった。
【0005】
また、特許第2750273号公報および特許第2828240号公報に記載の鋼製大引を支持する場合、該鋼製大引の長さ方向における複数の個所をそれぞれ鋼製束によって支持するようにしており、この場合、それぞれの鋼製束の大引受具に、それぞれ鋼製大引の所定の部位を装着する必要があるが、上述したように、大引受具に鋼製大引を装着する場合、大引受具の底壁部および側壁部にそれぞれ形成された穴から、ボルトや釘等を鋼製大引にねじ込むまたは打込む必要があり手間がかかるので、複数の大引受具に鋼製大引を装着するには非常に手間かかかるという課題があった。
【0006】
本発明は上記事情に鑑みてなされたもので、鋼製大引用床束によって容易かつ確実に支持することができ、しかも容易に製造することができる鋼製大引と、この鋼製大引の支持構造および支持方法を提供することを目的としている。
【0007】
【課題を解決するための手段】
上記目的を達成するために、本発明の請求項1の鋼製大引1(51,81)は、例えば図1(図12、図16)および図2に示すように、床(床パネル30)の根太(桟材30a)を支持するためのものであって、
中空の鋼製大引本体2(52)と、
この鋼製大引本体2(52)の下面に、該鋼製大引本体2(52)の長手方向に沿って、一方の端部から他方の端部まで連続して形成された開口部8(58)と
該開口部8 ( 58 ) の両側に、それぞれ前記鋼製大引本体2 ( 52 ) の下面に対して垂直に起立して、前記鋼製大引本体2 ( 52 ) の長手方向に沿って連続して形成された起立壁8a ( 58a ) を備えたものである。
【0008】
前記鋼製大引本体2(52)は中空であれば、その断面形状はどのような形状でもよいが、例えば正方形状、長方形状、台形状、その他の多角形状のものが望ましく、さらに、鋼製大引本体2(52)の上下面2a,2b(52a,52b)は互いに平行な平面であるのが望ましい。
【0009】
また、前記鋼製大引1,51,81については、例えば、鋼製大引1のように、その鋼製大引本体2の上面2aの幅を、下面2bの幅より大きく設定してもよい。
鋼製大引本体1の上面2aの幅を下面2bの幅より大きく設定するには、例えば鋼製大引本体2の断面形状を逆台形状とすればよいが、これに限ることなく、鋼製大引本体2の断面形状を、上辺が下辺より長い異形の多角形状とすればよく、さらに、多角形状でなくても、上辺が下辺より長ければ、どのような形状でもよい。
【0010】
上記のように、鋼製大引本体2の上面2aの幅を、下面2bの幅より大きく設定すれば、床(床パネル30)の根太(桟材)が広い面で支持され、よって安定良く床が支持される。また、床をパネル工法で使用される床パネル30で構成した場合、床パネル30が並ぶ箇所では、1本の鋼製大引1で隣合う2枚の床パネル30,30を受けることになるが、鋼製大引本体2の上面2aの幅を下面2bの幅より大きく設定することで、各床パネル30の鋼製大引1に対する掛かり代を大きく得ることができる。
さらに、鋼製大引本体2の下面2bは、鋼製大引用床束10に荷重を伝達できればよいため、上面2aほど幅を広くする必要がなく、幅を狭めることで材料の節減を図ることができる。
【0011】
請求項1の鋼製大引1(51,81)においては、前記鋼製大引本体2(52)の下面に、開口部8(58)を該鋼製大引本体2の長手方向に沿って、一方の端部から他方の端部まで連続して形成したので、鋼製大引本体2(52)の両側壁3,4(53,54)は、前記開口部8(58)の幅内において内側に弾性的に撓み可能となる。
したがって、前記鋼製大引1(51,81)を、鋼製大引用床束10(60,90)の受部13,63に装着する際において、鋼製大引本体2(52)の両側壁3,4(53,54)を弾性的に撓ませながら装着していき、装着した際に両側壁3,4(53,54)が弾性復帰することで、前記受部13,63に鋼製大引1(51,81)が隙間を生じることなく装着される。
【0012】
また、前記鋼製大引本体2(52)の下面に、開口部8(58)を該鋼製大引本体2の長手方向に沿って、一方の端部から他方の端部まで連続して形成したので、開口部8(58)がないものに比して、鋼製大引1(51,81)の材料費を削減でき、さらに、従来の鋼製大引と異なり、かしめ加工が不要となるので、その分鋼製大引1(51,81)を容易に製造できる。
【0013】
請求項2の鋼製大引1(51,81)は、請求項1において、
前記鋼製大引本体2(52)の両側壁3,4(53,54)に、該鋼製大引本体2(52)を下方から支持する鋼製大引用床束10(60,90)が係合する係合部5,6(55,56)をそれぞれ形成したものである。
【0014】
前記鋼製大引本体2(52)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)は、鋼製大引用床束10(60,90)と凹凸係合するような形状のものが望ましく、例えば、鋼製大引本体2(52)の両側壁3,4(53,54)にそれぞれ、該鋼製大引本体2(52)の長手方向に沿う凹溝5,6(55,56)または凸条を形成したものが好適である。
なお、鋼製大引本体2(52)の両側壁3,4(53,54)に凹溝5,6(55,56)を形成した場合には、鋼製大引用床束10(60,90)に該凹溝5,6(55,56)に係合可能な凸部(被係合部23,24(73,74,76))を形成し、鋼製大引本体2(52)の側壁に凹溝を形成した場合には、鋼製大引用床束10(60,90)に該凸条に係合可能な凹部を形成する。
【0015】
請求項2の鋼製大引1(51,81)においては、それを複数の鋼製大引用床束10(60,90)…で支持する場合に、これら鋼製大引用床束10(60,90)…を所定間隔で配置しておき、その上方から鋼製大引1(51,81)を鋼製大引用床束10(60,90)…上に設置するとともに、該鋼製大引1(51,81)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)に、鋼製大引用床束10(60,90)を係合させることで、ボルトや釘等を使用することなく、該鋼製大引1(51,81)が鋼製大引用床束10(60,90)によって容易かつ確実に支持される。
【0016】
また、前記鋼製大引本体2(52)の両側壁3,4(53,54)は、前記開口部8(58)の幅内において内側に弾性的に撓み可能となっているので、前記鋼製大引1(51,81)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)に、鋼製大引用床束10(60,90)を係合させる際に、前記両側壁3,4(53,54)が内側に弾性的に撓むことで、前記係合部5,6(55,56)に鋼製大引用床束10(60,90)が容易に係合していき、係合した際に両側壁3,4(53,54)が弾性復帰することで、前記係合部5,6(55,56)に鋼製大引用床束10(60,90)が確実に係合する。
【0017】
請求項3の鋼製大引1(51)は、請求項2において、前記鋼製大引本体2(52)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)のうちの一方の係合部5(55)を、他方の係合部6(56)より前記鋼製大引本体2(52)の下面2b(52b)からの高さを低く設定したものである。
【0018】
請求項3の鋼製大引1(51)においては、その下面2b(52b)を斜めに傾けて、一方の係合部5(55)を鋼製大引用床束10(60)に係合し、次いで、鋼製大引1(51)を鉛直面内において回転させることで、前記鋼製大引1(51)の他方の係合部6(56)を前記鋼製大引用床束10(60)に係合することで、鋼製大引1(51)の両方の係合部5,6(55,56)に容易かつ確実に鋼製大引用床束10(60)が係合される。
つまり、鋼製大引本体2(52)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)が鋼製大引本体2(52)の下面2b(52b)からの高さが等しい場合、これら係合部5,6(55,56)に鋼製大引用床束10(60)を係合するには、該鋼製大引用床束10(60)にその上方から鋼製大引1(51)を平行に配して、前記両方の係合部5,6(55,56)に同時に鋼製大引用床束10(60)を係合しなければならず、この場合、鋼製大引1(51)を鋼製大引用床束10(60)に対して強い力でしかも平行に押し付ける必要があるので、前記両方の係合部5,6(55,56)に同時に鋼製大引用床束10(60)を係合するのが困難となるが、請求項3の鋼製大引1(51)では上述したように、一方の係合部5(55)を鋼製大引用床束10(60)に係合した後、該鋼製大引1(51)を鉛直面内において回転させることで、該鋼製大引1(51)の他方の係合部6(56)を前記鋼製大引用床束10(60)に係合するので、鋼製大引1(51)を鋼製大引用床束10(60)に対して強い力でしかも平行に押し付ける必要がなく、よって、鋼製大引1(51)の両方の係合部5,6(55,56)に容易かつ確実に鋼製大引用床束10(60)が係合されるのである。
【0019】
請求項4の鋼製大引の支持構造は、例えば図2〜図5(図12〜図21)に示すように、請求項1記載の鋼製大引1(51,81)を、鋼製大引用床束10(60,90)によって支持する支持構造であって、
前記鋼製大引用床束10(60,90)を、ほぼ垂直に立設される床束本体と12、この床束本体12の上端部に設けられて前記鋼製大引1を受ける受部13(63)とから構成し、
前記受部13(63)を、前記鋼製大引1(51,81)の下面2b(52b)が当接されて、該下面2b(52b)を下方から支持する底壁部20(70)と、この底壁部20(70)の両縁部にそれぞれ形成されて、前記鋼製大引1(51,81)の両側面にそれぞれ当接する側壁部21,22(71,72)と、前記底壁部20 ( 70 ) より下方に曲げて側面視において略L字状に形成され前記鋼製大引1(51,81)の下面の開口部8(58)に挿入可能な挿入部25(75)とを備えた構成とし、
前記受部13(63)の底壁部20(70)に前記鋼製大引1(51,81)の下面2b(52b)が当接され、前記受部13(63)のそれぞれの側壁部21,22(71,72)に前記鋼製大引1(51,81)のそれぞれの側面が当接され、前記受部13(63)の挿入部25(75)が、前記底壁部20 ( 70 ) より上方に曲げられて前記鋼製大引1(51,81)の開口部8(58)に挿入されているものである。
【0020】
前記鋼製大引用床束10(60,90)の床束本体12は、その長さを上下に調整できるものが望ましく、例えば、スリーブ状の軸部16にボルト17,17を螺合することによって構成した、いわゆるターンバックル状ものが使用される。前記受部13(63)の底壁部20(70)の幅は、支持すべき鋼製大引1(51,81)の底面の幅とほぼ等しく設定される。受部13(63)の側壁部21,22(71,72)は鋼製大引1(51,81)の側面に沿うような形状に形成される。受部13(63)の被係合部23,24(73,74)は、例えば、鋼製大引1(51,81)に形成された係合部5,6(55,56)が凹溝である場合には、該凹溝の例えば内側の側面に係合可能な形状に形成される。
【0021】
前記挿入部25(75)は、受部13(63)に一体的に形成してもよいし、受部13(63)とは別体に設けてもよい。そして、該挿入部25(75)は、受部13(63)の底壁部20(70)に鋼製大引1(51,81)の下面2b(52b)を当接させた後に、該鋼製大引1(51,81)の下面に形成された開口部8(58)に挿入する。この挿入部25(75)の幅は前記開口部8(58)の幅とほぼ等しいか若干広めに形成する。
【0022】
請求項4の鋼製大引の支持構造においては、鋼製大引用床束10(60,90)の受部13(63)の底壁部20(70)に前記鋼製大引1(51,81)の下面2b(52b)が当接され、前記受部13(63)のそれぞれの側壁部21,22(71,72)に前記鋼製大引1(51,81)のそれぞれの側面が当接されているので、鋼製大引1(51,81)は、左右に移動することなく、鋼製大引用床束10(60,90)の受部13(63)に装着される。
また、前記受部13(63)の挿入部25(75)が、前記鋼製大引1(60,90)の開口部8(58)に挿入されているので、該開口部8(58)は挿入部25(75)によって塞がれることになる。したがって、受部13(63)に鋼製大引1(60,90)を装着した後は、鋼製大引1(60,90)の両側壁3,4(53,54)が互いに内側に曲がることを防止されるので、より確実に鋼製大引1(60,90)が受部13(63)に装着される。
【0023】
請求項5の鋼製大引の支持構造は、請求項2または3記載の鋼製大引1(51,81)を、鋼製大引用床束10(60,90)によって支持する支持構造であって、前記鋼製大引用床束10(60,90)を、ほぼ垂直に立設される床束本体と12、この床束本体12の上端部に設けられて前記鋼製大引1を受ける受部13(63)とから構成し、
前記受部13(63)を、前記鋼製大引1(51,81)の下面2b(52b)が当接されて、該下面2b(52b)を下方から支持する底壁部20(70)と、この底壁部20(70)の両縁部にそれぞれ形成されて、前記鋼製大引1(51,81)の両側面にそれぞれ当接する側壁部21,22(71,72)と、該両側壁部21,22(71,72)にそれぞれ形成されて前記鋼製大引本体2(51,81)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)に係合可能な被係合部23,24(73,74,76)とを備えた構成とし、
前記受部13(63)の底壁部20(70)に前記鋼製大引1(51,81)の下面2b(52b)が当接され、前記受部13(63)のそれぞれの側壁部21,22(71,72)に前記鋼製大引1(51,81)のそれぞれの側面が当接され、前記受部13(63)の被係合部23,24(73,74)が前記鋼製大引1(51,81)の係合部5,6(55,56)に係合されているものである。
【0024】
請求項5の鋼製大引の支持構造においては、鋼製大引用床束10(60,90)の受部13(63)の底壁部20(70)に前記鋼製大引1(51,81)の下面2b(52b)が当接され、前記受部13(63)のそれぞれの側壁部21,22(71,72)に前記鋼製大引1(51,81)のそれぞれの側面が当接され、前記受部13(63)の被係合部23,24(73,74,76)が前記鋼製大引1(51,81)の係合部5,6(55,56)に係合されているので、鋼製大引1(51,81)は、上下、左右に移動することなく、鋼製大引用床束10(60,90)によって確実に支持される。
また、鋼製大引1(51,81)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)に、鋼製大引用床束10(60,90)の受部13(63)の被係合部23,24(73,74,76)が係合されているので、ボルトや釘等を使用することなく、該鋼製大引1(51,81)が鋼製大引用床束10(60,90)によって容易に支持される。
【0025】
請求項6の鋼製大引の支持構造は、請求項2または3記載の鋼製大引1(51,81)を、鋼製大引用床束10(60,90)によって支持する支持構造であって、
前記鋼製大引用床束10(60,90)を、ほぼ垂直に立設される床束本体と12、この床束本体12の上端部に設けられて前記鋼製大引1を受ける受部13(63)とから構成し、
前記受部13(63)を、前記鋼製大引1(51,81)の下面2b(52b)が当接されて、該下面2b(52b)を下方から支持する底壁部20(70)と、この底壁部20(70)の両縁部にそれぞれ形成されて、前記鋼製大引1(51,81)の両側面にそれぞれ当接する側壁部21,22(71,72)と、該両側壁部21,22(71,72)にそれぞれ形成されて前記鋼製大引本体2(51,81)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)に係合可能な被係合部23,24(73,74,76)と、前記底壁部20 ( 70 ) より下方に曲げて側面視において略L字状に形成され前記鋼製大引1(51,81)の下面の開口部8(58)に挿入可能な挿入部25(75)とを備えた構成とし、
前記受部13(63)の底壁部20(70)に前記鋼製大引1(51,81)の下面2b(52b)が当接され、前記受部13(63)のそれぞれの側壁部21,22(71,72)に前記鋼製大引1(51,81)のそれぞれの側面が当接され、前記受部13(63)の被係合部23,24(73,74)が前記鋼製大引1(51,81)の係合部5,6(55,56)に係合され、前記受部13(63)の挿入部25(75)が、前記底壁部20 ( 70 ) より上方に曲げられて前記鋼製大引1(51,81)の開口部8(58)に挿入されているものである。
【0026】
請求項6の鋼製大引の支持構造においては、鋼製大引用床束10(60,90)の受部13(63)の底壁部20(70)に前記鋼製大引1(51,81)の下面2b(52b)が当接され、前記受部13(63)のそれぞれの側壁部21,22(71,72)に前記鋼製大引1(51,81)のそれぞれの側面が当接され、前記受部13(63)の被係合部23,24(73,74,76)が前記鋼製大引1(51,81)の係合部5,6(55,56)に係合されているので、鋼製大引1(51,81)は、上下、左右に移動することなく、鋼製大引用床束10(60,90)によって確実に支持される。
また、鋼製大引1(51,81)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)に、鋼製大引用床束10(60,90)の受部13(63)の被係合部23,24(73,74,76)が係合されているので、ボルトや釘等を使用することなく、該鋼製大引1(51,81)が鋼製大引用床束10(60,90)によって容易に支持される。
【0027】
さらに、前記受部13(63)の挿入部25(75)が、前記鋼製大引1(60,90)の開口部8(58)に挿入されているので、該開口部8(58)は挿入部25(75)によって塞がれることになる。したがって、受部13(63)に鋼製大引1(60,90)を装着した後は、鋼製大引1(60,90)の両側壁3,4(53,54)が互いに内側に曲がることを防止されるので、該両側壁3,4(53,54)に形成された係合部5,6(55,56)が前記受部13の被係合部23,24(73,74,76)から外れることを防止することができ、より確実に鋼製大引1(60,90)が受部13(63)に装着される。
【0028】
請求項7の鋼製大引の支持構造は、請求項6において、前記受部13(63)の底壁部20(70)に前記挿入部25,25(75,75)を形成したものである。
【0029】
前記挿入部25,25(75,75)は、例えば、受部13(63)の底壁部前後の縁部に形成するが、この場合、前記底壁部20(70)より下方に曲げて形成しておく。そして、受部13(63)の底壁部20(70)に鋼製大引1(51,81)の下面2b(52b)を当接させた後に、挿入部25,25(75,75)を前記底壁部20(70)より上方に曲げて前記鋼製大引1(51,81)の下面2b(52b)に形成された開口部8(58)に挿入する。この挿入部25(75)の幅は前記開口部8(58)の幅とほぼ等しいか若干広めに形成する。
【0030】
請求項7の鋼製大引の支持構造においては、前記受部13(63)の底壁部20(70)に前記挿入部25,25(75,75)を形成したので、該挿入部25,25(75,75)は、前記底壁部20(70)に当接される鋼製大引1(51,81)の下面近傍に予め配置されることになり、よって、該挿入部25(75)を受部13(63)と別体にする場合に比して、該挿入部25(75)を鋼製大引1(51,81)の下面2b(52b)に形成された開口部8(58)に容易に挿入することができるとともに、該挿入部25(75)の、鋼製大引1(51,81)の開口部8(58)への挿入忘れを防止することができるという利点がある。
【0031】
請求項8の鋼製大引の支持構造は、例えば図17〜図21に示すように、請求項5〜7のいずれかにおいて、前記受部63に、該受部63の被係合部76,76に、前記鋼製大引81の係合部85,86を案内して係合させるための案内部78,78を設けたものである。
【0032】
前記案内部78,78は、例えば、前記受部63の被係合部76,76の先端部に、上方に向かうに従って開くようにして形成される。このようにすると、受部63に鋼製大引81を上方から挿入する際に、該鋼製大引81の下端外周部が案内部78,78に滑るようにして当接することで、該鋼製大引81の係合部85,86を案内して、該係合部85,86が受部63の被係合部76,76に係合する。
【0033】
請求項8の鋼製大引の支持構造においては、前記受部63に、該受部63の被係合部76,76に、前記鋼製大引81の係合部85,86を案内して係合させるための案内部78,78を設けたので、鋼製大引81を受部63に挿入すると、その係合部85,86が案内部78,78に案内されて、受部63の被係合部76,76に係合していき、よって前記係合部85,86に前記被係合部76,76が容易かつ確実に係合する。
【0034】
請求項9の鋼製大引の支持方法は、請求項1記載の鋼製大引1(51,81)を、鋼製大引用床束10(60,90)によって支持する支持方法であって、
前記鋼製大引用床束10(60,90)を、ほぼ垂直に立設される床束本体と12、この床束本体12の上端部に設けられて前記鋼製大引1を受ける受部13(63)とから構成し、
前記受部13(63)を、前記鋼製大引1(51,81)の下面2b(52b)が当接されて、該下面2b(52b)を下方から支持する底壁部20(70)と、この底壁部20(70)の両縁部にそれぞれ形成されて、前記鋼製大引1(51,81)の両側面にそれぞれ当接する側壁部21,22(71,72)と、前記底壁部20 ( 70 ) より下方に曲げて側面視において略L字状に形成され前記鋼製大引1(51,81)の下面の開口部8(58)に挿入可能な挿入部25(75)とを備えた構成とし、
前記鋼製大引1(51,81)を、前記鋼製大引用床束10(60,90)の受部13(63)に装着するに際し、
まず、前記鋼製大引1(51,81)を、その両側壁3,4(53,54)が前記開口部8(58)内において弾性的に接近するようにして前記受部13(63)にその上方から押込むことで、該受部13(63)の側壁部21,22(71,72)に前記鋼製大引1(51,81)の側面を押圧するようにして当接するとともに、前記鋼製大引1(51,81)の下面を前記受部13(63)の底壁部20(70)に当接し、
次いで、前記受部13(63)の挿入部25(75)を前記底壁部20 ( 70 ) より上方に曲げて前記鋼製大引1(51,81)の開口部8(58)に挿入することを特徴としている。
【0035】
請求項9の鋼製大引の支持方法においては、前記鋼製大引1(51,81)を、鋼製大引用床束10(60,90)の受部13,63に装着する際において、前記鋼製大引1(51,81)を、その両側壁3,4(53,54)が前記開口部8(58)内において弾性的に接近するようにして前記受部13(63)にその上方から押込むことで、該受部13(63)の側壁部21,22(71,72)に前記鋼製大引1(51,81)の側面を弾性復帰力によって押圧するようにして当接するとともに、前記鋼製大引1(51,81)の下面を前記受部13(63)の底壁部20(70)に当接するので、前記受部13,63に鋼製大引1(51,81)が隙間を生じることなく装着される。
【0036】
また、前記受部13(63)の挿入部25(75)を、前記鋼製大引1(60,90)の開口部8(58)に挿入するので、該開口部8(58)は挿入部25(75)によって塞がれることになる。したがって、受部13(63)に鋼製大引1(60,90)を装着した後は、鋼製大引1(60,90)の両側壁3,4(53,54)が互いに内側に曲がることを防止されるので、より確実に鋼製大引1(60,90)が受部13(63)に装着される。
【0037】
請求項10の鋼製大引の支持方法は、請求項2または3記載の鋼製大引1(51)を、鋼製大引用床束10(60)によって支持する支持方法であって、
前記鋼製大引用床束10(60)を、ほぼ垂直に立設される床束本体12と、この床束本体12の上端部に設けられて前記鋼製大引1(51)を受ける受部13(63)とから構成し、
前記受部13(63)を、前記鋼製大引1(51)の下面2b(52b)が当接されて、該下面2b(52b)を下方から支持する底壁部20(70)と、この底壁部20(70)の両縁部にそれぞれ形成されて、前記鋼製大引1(51)の両側面にそれぞれ当接する側壁部21,22(71,72)と、該両側壁部21,22(71,72)にそれぞれ形成されて前記鋼製大引本体2(52)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)に係合可能な被係合部23,24(73,74)とを備えた構成とし、
前記鋼製大引1(51)を、前記鋼製大引用床束10の受部13に装着するに際し、例えば図9〜図11に示すように、
まず、前記鋼製大引1(51)を、その下面2b(52b)を前記受部13(63)の底壁部20(70)に対して傾けるようにして前記受部13(63)に挿入することで、前記鋼製大引1(51)の一方の係合部5(55)を前記受部13(63)の一方の被係合部23(73)に係合し、
次いで、前記鋼製大引1(51)を、前記受部13(63)の一方の被係合部23(73)を支点として、鉛直面内において押込むようにして回転させることで、前記鋼製大引1(51)の他方の係合部6(56)を前記受部13(63)の他方の被係合部24(74)に係合するとともに、前記鋼製大引1(51)の両側面および下面をそれぞれ前記受部13(63)の両側壁部21,22(71,72)および底壁部20(70)に当接することを特徴としている。
【0038】
請求項10の鋼製大引の支持方法においては、前記鋼製大引1(51)を、その下面2b(52b)を前記受部13(63)の底壁部20(70)に対して傾けるようにして前記受部13(63)に挿入することで、前記鋼製大引1(51)の一方の係合部5(55)を前記受部13(63)の一方の被係合部23(73)に係合し、次いで、前記鋼製大引1(51)を、前記受部13(63)の一方の被係合部23(73)を支点として、鉛直面内において押込むようにして回転させることで、前記鋼製大引1(51)の他方の係合部6(56)を前記受部13(63)の他方の被係合部24(74)に係合するとともに、前記鋼製大引1(51)の両側面および下面をそれぞれ前記受部13(63)の両側壁部21,22(71,72)および底壁部20(70)に当接するので、鋼製大引1(51)を鋼製大引用床束10(60)の受部13(63)に装着するに際して、鋼製大引1(51)を受部13(63)に対して強い力でしかも平行に押し付ける必要がなく、鋼製大引1(51)の両方の係合部5,6(55,56)に容易かつ確実に受部13(63)の被係合部23,24(73,74)が係合されるとともに、鋼製大引1(51)の両側面および下面がそれぞれ受部13(63)の両側壁部21,22(71,72)および底壁部20(70)に容易かつ確実に当接される。
【0039】
請求項11の鋼製大引の支持方法は、請求項2または3記載の鋼製大引1(51)を、鋼製大引用床束10(60)によって支持する支持方法であって、
前記鋼製大引用床束10(60)を、ほぼ垂直に立設される床束本体12と、この床束本体12の上端部に設けられて前記鋼製大引1(51)を受ける受部13(63)とから構成し、
前記受部13(63)を、前記鋼製大引1(51)の下面2b(52b)が当接されて、該下面2b(52b)を下方から支持する底壁部20(70)と、この底壁部20(70)の両縁部にそれぞれ形成されて、前記鋼製大引1(51)の両側面にそれぞれ当接する側壁部21,22(71,72)と、該両側壁部21,22(71,72)にそれぞれ形成されて前記鋼製大引本体2(52)の両側壁3,4(53,54)にそれぞれ形成された係合部5,6(55,56)に係合可能な被係合部23,24(73,74)と、前記底壁部20 ( 70 ) より下方に曲げて側面視において略L字状に形成され前記鋼製大引1(51)の下面の開口部8(58)に挿入可能な挿入部25(75)とを備えた構成とし、
前記鋼製大引1(51)を、前記鋼製大引用床束10の受部13に装着するに際し、例えば図9〜図11に示すように、
まず、前記鋼製大引1(51)を、その下面2b(52b)を前記受部13(63)の底壁部20(70)に対して傾けるようにして前記受部13(63)に挿入することで、前記鋼製大引1(51)の一方の係合部5(55)を前記受部13(63)の一方の被係合部23(73)に係合し、
次いで、前記鋼製大引1(51)を、前記受部13(63)の一方の被係合部23(73)を支点として、鉛直面内において押込むようにして回転させることで、前記鋼製大引1(51)の他方の係合部6(56)を前記受部13(63)の他方の被係合部24(74)に係合するとともに、前記鋼製大引1(51)の両側面および下面をそれぞれ前記受部13(63)の両側壁部21,22(71,72)および底壁部20(70)に当接し、
次いで、前記受部13(63)の挿入部25(75)を、前記底壁部20 ( 70 ) より上方に曲げて前記鋼製大引1(51)の開口部8(58)に挿入することを特徴としている。
【0040】
請求項11の鋼製大引の支持方法においては、請求項10の場合と同様にして、鋼製大引1(51)を鋼製大引用床束10(60)の受部13(63)に装着するに際して、鋼製大引1(51)を受部13(63)に対して強い力でしかも平行に押し付ける必要がなく、鋼製大引1(51)の両方の係合部5,6(55,56)に容易かつ確実に受部13(63)の被係合部23,24(73,74)が係合されるとともに、鋼製大引1(51)の両側面および下面がそれぞれ受部13(63)の両側壁部21,22(71,72)および底壁部20(70)に容易かつ確実に当接される。
【0041】
また、前記受部13(63)の挿入部25(75)を、前記鋼製大引1(60)の開口部8(58)に挿入するので、該開口部8(58)は挿入部25(75)によって塞がれることになる。したがって、受部13(63)に鋼製大引1(60)を装着した後は、鋼製大引1(60)の両側壁3,4(53,54)が互いに内側に曲がることを防止されるので、該両側壁3,4(53,54)に形成された係合部5,6(55,56)が前記受部13の被係合部23,24(73,74,76)から外れることを防止することができ、より確実に鋼製大引1(60)が受部13(63)に装着される。
【0042】
【発明の実施の形態】
以下、図面を参照して本発明の実施の形態例について説明する。
(第1実施形態例)
図1は本発明に係る鋼製大引1の第1例を示す横断面図、図2は図1に示す鋼製大引1を鋼製大引用床束10によって支持した状態を示す斜視図である。
図1および図2に示すように、鋼製大引1は、鋼製大引本体2と、この鋼製大引本体2の両側壁3,4のそれぞれに形成されて、該鋼製大引本体2を下方から支持する鋼製大引用床束10が係合する係合部5,6とを備えて形成されている。
【0043】
前記鋼製大引本体2は中空の長尺な筒体であり、その横断面は異形の六角形状に形成され、その上面2aと下面2bとは平行に形成されている。また、前記鋼製大引本体2の上面2aの幅は、下面2bの幅より大きく設定されており、例えば、上面2aの幅が90mm程度に、下面2bの幅が50mm程度に設定されている。さらに、鋼製大引本体2の上面には、横断面V字状をなすV溝7が鋼製大引本体2の長手方向に沿って形成されている。
【0044】
前記鋼製大引本体2の両側壁3,4は、図1に示すように、鋼製本体2の上面縁部から下方に鉛直に形成された鉛直壁3a,4aと、該鉛直壁3a,4aの下縁部から下方に向けて内側に傾斜するようにして形成された傾斜壁3b,4bとから構成されており、傾斜壁3bに前記係合部5が形成され、傾斜壁4bに前記係合部6が形成されている。
前記係合部5,6は、前記傾斜壁3b,4bにそれぞれ形成され、鋼製大引本体2の長手方向に沿う凹溝であり、係合部5は係合部6より鋼製大引本体2の下面2bからの高さが低く設定されており、例えば、係合部5は係合部6よりの下面2bからの高さが15mm程度低く設定されている。
【0045】
また、前記鋼製大引本体2の下面には開口部8が形成されている。この開口部8は、鋼製大引本体2の長手方向に沿って、その一方の端部から他方の端部まで連続して形成されたものであり、該開口部8の両側にはそれぞれ鋼製大引本体2の下面2bに対して垂直に起立する起立壁8a,8aが鋼製大引本体2の長手方向に沿って連続して形成されている。
なお、上記構成の鋼製大引1は、鋼板をロール成形等によって曲げ加工することで形成され、該鋼板の幅方向の両縁部を直角に曲げて、前記起立壁8a,8aを形成し、鋼板を曲げ加工する際に、該起立壁8a,8aを所定間隔離間させることで、前記開口部8が形成されている。
【0046】
次に上記構成の鋼製大引1を支持する鋼製大引用床束10について説明する。
すなわち、図3および図4に示すように、鋼製大引用床束10は、基礎K上に固定されるベースプレート11と、このベースプレート11上に垂直に立設された床束本体12と、この床束本体12の上端部に設けられて前記鋼製大引1を受ける受部13とから構成されている。
【0047】
前記ベースプレート11は、長方形板状をなすもので、その両端部には基礎Kから突出するアンカーボルトT,Tを挿通するための孔11a,11aが形成されている。そして、ベースプレート11は、これを基礎K上に載置するとともに、基礎Kから突出するアンカーボルトT,Tを前記孔11a,11aに挿通したうえで、各孔11aから突出するアンカーボルトTの上端部に、座金14を挿通してナット15を螺合して締め付けることで、基礎K上に固定されるようになっている。
【0048】
前記床束本体12はスリーブ状をなす軸部16と、この軸部16の両端部に螺合された上下一対のボルト17,17と、該ボルト17,17に前記軸部16の上下端部でそれぞれ螺合されたナット18,18とから構成されている。
そして、このような構成の床束本体12は、前記ボルト17,17を回転不能にしたうえで、前記軸部16を正逆方向に回転させることで、該ボルト17,17が軸部16の上下端部から伸縮し、これによって長さ調整ができるようになっており、この調整後、前記ナット18,18を締め付けることで、軸部16を回転不能に固定して床束本体16の長さを決定できるようになっている。
【0049】
前記受部13は、図5〜図8に示すように、前記鋼製大引1の下面2bが当接されて、該下面2bを下方から支持する底壁部20と、この底面部20の両縁部にそれぞれ形成されて、前記鋼製大引1の両側面にそれぞれ当接する側壁部21,22と、該両側壁部21,22にそれぞれ形成されて前記鋼製大引本体2の両側壁に3,4それぞれ形成された係合部5,6に係合可能な被係合部23,24と、前記底壁部20に形成されて、前記鋼製大引1の下面2bの開口部8に挿入可能な挿入部25,25とを備えて構成されている。
【0050】
前記底壁部20の下面中央部には、該底壁部20の幅方向に延在する支持部20aが形成されており、この支持部20aの両端部は前記側壁部21,22側に折曲されて、該側壁部21,22を補強している。また、前記支持部20の中央部には、前記床束本体16の上端部、すなわち軸部16の上端部に螺合されたボルト17がプレート17a(図4参照)を介して取付けられるようになっている。
前記側壁部21,22は、前記底壁部20の両縁部からそれぞれ垂直に起立する垂直壁21a,22aと、該垂直壁21a,22aの下縁部から上方に向けて外側に傾斜するようにして形成された傾斜壁21b,22bとから構成されており、傾斜壁21bの上端部に前記被係合部23が形成され、傾斜壁22bの上端部に前記被係合部24が形成されている。
【0051】
前記被係合部23,24は、前記傾斜壁21b,21bの上端部から内側に斜め上方に突出するようにして形成されたもので、被係合部23は係合部24より底壁部20からの高さが低く設定されている。そして、前記被係合部23は前記鋼製大引1の係合部5の下側の側面に係合し、被係合部24は係合部6の下側の側面に係合するようになっている。
【0052】
前記挿入部25,25は、前記受部13を構成する底壁部20前後の縁部に、該底壁部20より下方に曲げて形成されたもので、図7に示すように、側面視において略L字状に形成され、その先端部は前記鋼製大引1の開口部8に挿入し易くするために、先端ほど幅が狭くなるように形成されている。
また、前記挿入部25は、前記底壁部20に鋼製大引1の下面2bを当接させた後に、該底壁部29より上方に曲げることで、前記鋼製大引1の下面に形成された開口部8に挿入されるようになっている。また、挿入部25,25の幅は前記開口部8の幅とほぼ等しいか若干広めに形成されている。
【0053】
次に、上記構成の鋼製大引1を、鋼製大引用床束10によって支持する支持構造および支持方法について説明する。
すなわち、図2に示すように、地盤上には複数の基礎K…が平行に一定間隔で設置されており、各基礎K上には複数の鋼製大引用床束10…が所定のピッチWで設置されている。このピッチWは、建物のモジュール寸法の整数倍に設定されており、例えばモジュール寸法を910mmとすると、その2倍の1820mmに設定されている。なお、モジュール寸法とは、建物のあらゆる部分を一定の大きさの倍数関係に整えようとするときの基準になる寸法のことをいい、上述した910mmの他に、1000mm、900mm、800mm等とされている。
【0054】
前記基礎K上に鋼製大引用床束10を設置固定するには、図3および図4に示すように、該鋼製大引用床束10のベースプレート11を基礎K上に載置するとともに、基礎Kから突出するアンカーボルトT,Tをベースプレートに形成された孔11a,11aに挿通したうえで、各孔11aから突出するアンカーボルトTの上端部に、座金14を挿通してナット15を螺合して締め付けることで行われている。なお、基礎K…上に鋼製大引用床束10…を設置固定する場合、全ての鋼製大引用床束10…の受部13の高さを揃えておく。
【0055】
上記のようにして、基礎K上に鋼製大引用床束10を設置固定したならば、
前記鋼製大引1を鋼製大引用床束10…の受部13…に、以下のようにして装着する。なお、鋼製大引1は基礎Kと直交するようにして配置するが、これに限ることなく、基礎K上にこれと平行に配置してもよい。この場合、前記鋼製大引用床束10の受部13の向きを90度回しておく。
まず、図9に破線で示すように、鋼製大引1を、その下面2bを前記受部13の底壁部20に対して傾けるようにして、前記受部13に挿入することで、該鋼製大引1の一方の係合部5を受部13の一方の被係合部23に係合する。
【0056】
次に、図9に実線で示すように、前記鋼製大引1を、前記受部13の一方の被係合部23を支点として、鉛直面内において押込むようにして回転させることで、鋼製大引1の他方の係合部6を受部13の他方の被係合部24に係合するとともに、鋼製大引1の両側面および下面をそれぞれ前記受部13の両側壁部21,22および底壁部20に当接する。このように鋼製大引1を回転させると、該鋼製大引1の下面2bに開口部8が形成されているので、該鋼製大引1の両側壁3,4が内側に弾性的に撓むことで、前記係合部5,6に鋼製大引用床束10の被係合部23,24が容易に係合していき、係合した際に前記両側壁3,4が弾性復帰することで、前記係合部5,6に前記被係合部23,24が確実に係合する。
【0057】
上記のようにして、鋼製大引1の係合部5,6を鋼製大引用床束10の被係合部23,24に係合したならば、図10および図11に示すように、鋼製大引用床束10の受部13の底壁部20に形成された挿入部25,25を下方から金槌等によって上方に叩き上げることで、該挿入部25,25を前記鋼製大引1の開口部8に挿入する。
前記受部の挿入部25,25を、鋼製大引1の開口部8に挿入すると、該開口部8の挿入部25,25が挿入された部分は、該挿入部25,25によって塞がれることになる。したがって、前記受部13に鋼製大引1を装着した後は、鋼製大引1の両側壁3,4が互いに内側に曲がることを防止されるので、該側壁3,4に形成された係合部5,6が前記受部13の被係合部23,24から外れることを防止することができ、より確実に鋼製大引1が受部13に装着される。
【0058】
そして、各鋼製大引1を鋼製大引用床束10…の受部13…に装着固定したならば、前記床束本体12…の軸部16…を正逆方向に回転させて、床束本体12…の長さを調整することで受部13…を若干昇降させ、これによって、各鋼製大引1の水平出しの調整を行い、この調整終了後、ボルト17,17に螺合しているナット18,18を締め付けることで、軸部16を回転不能に固定して床束本体16の長さを決定して、各鋼製大引1の水平出しを終了する。
【0059】
上記のようにして、鋼製大引用床束10…の受部13に鋼製大引1を装着することにより、該受部13の底壁部20に鋼製大引1の下面2bが当接され、該受部13のそれぞれの側壁部21,21に鋼製大引1のそれぞれの側面が当接され、該受部13の被係合部23,24が鋼製大引1の係合部5,6に係合されているので、鋼製大引1を、上下、左右に移動させることなく、鋼製大引用床束10…によって確実に支持することができる。
また、前記受部13の挿入部25,25が、鋼製大引1の開口部8に挿入されているので、該開口部8は挿入部によって塞がれて、鋼製大引1の両側壁3,4が互いに内側に曲がることを防止されているので、該側壁3,4に形成された係合部5,6が前記受部13の被係合部23,24から外れることを防止することができ、より確実に鋼製大引1を受部13に装着することができる。
さらに、鋼製大引1の両側壁3,4にそれぞれ形成された係合部5,6に、鋼製大引用床束10の受部13の被係合部23,24が係合されるので、ボルトや釘等を使用することなく、該鋼製大引1を鋼製大引用床束10によって容易に支持することができる。
【0060】
また、前記鋼製大引1を鋼製大引用床束10の受部13に装着するに際し、鋼製大引1の下面2bを受部13の底壁部20に対して傾けるようにして受部13に挿入することで、鋼製大引1の一方の係合部5を前記受部13の一方の被係合部23に係合し、次いで、該鋼製大引1を前記被係合部23を支点として、鉛直面内において押込むようにして回転させることで、鋼製大引1の他方の係合部6を受部13の他方の被係合部24に係合するようにしたので、鋼製大引1を受部13に対して強い力でしかも平行に押し付けることなく、鋼製大引1の両方の係合部5,6に容易かつ確実に受部13の被係合部23,24を係合することができるとともに、鋼製大引1の両側面および下面をそれぞれ受部13の両側壁部21,22および底壁部20に容易かつ確実に当接させることができる。
【0061】
そして、鋼製大引1を鋼製大引用床束10…によって支持したならば、図2に示すように、互いに隣合う鋼製大引1,1間に床パネル30を配置し、該床パネル30の両端部をそれぞれ前記鋼製大引1,1の上面2aの半分に載せて固定する。前記床パネル30は、桟材30a…を矩形状に組み立てるとともに、この矩形枠の内部に補強用の桟材材を縦横に組み付けて枠体を構成し、この枠体の上面に合板などの面材30bを貼設したものであり、前記鋼製大引1の上面2aには床パネル30の桟材30aを載せるようにする。したがって、前記床パネル30においては、鋼製大引1の上面2aに載せる桟材30aが、通常の軸組み工法における床の根太に対応する。また、前記床パネル30はその縦の長さを1820mmに、横の長さを910mmに設定している。
【0062】
一方、前記基礎K上に設置されている複数の鋼製大引用床束10…のピッチWは、モジュール寸法である910mmの2倍の1820mmに設定されているので、該鋼製大引用床束10…に支持されている複数の鋼製大引1…のピッチも1820mmとなる。
したがって、互いに隣合う鋼製大引1,1の上面2a,2aの半分にそれぞれ前記床パネル30の双方の端部を設置することで、全ての隣合う鋼製大引1,1上に床パネル30…を隙間無くピッタリと納めることができる。
さらに、鋼製大引1の長さをモジュール寸法の910mmの整数倍に設定すれば、鋼製大引1の長さ方向においても、床パネル30…を隙間無くピッタリと納めることができる。
【0063】
また、鋼製大引本体2の上面2aの幅を、下面2bの幅より大きく設定したので、床パネル30の端部の桟材が広い面で支持され、よって安定良く床パネルを支持することができる。さらに、床パネル30が並ぶ箇所では、1本の鋼製大引1で隣合う2枚の床パネル30,30を受けることになるが、鋼製大引本体2の上面の幅2aを下面2bの幅より大きく設定したので、各床パネル30の鋼製大引に対する掛かり代を大きく得ることができる。
加えて、鋼製大引本体2の下面2bは、鋼製大引用床束10に荷重を伝達できればよいため、上面2aほど幅を広くする必要がなく、幅を狭めることで材料の節減を図ることができる。
【0064】
また、上記の例では、床パネル30はその両端部のみで、鋼製大引1,1に支持されているので、床パネル30に乾燥収縮により反りが生じても、鋼製大引1と床パネル30との間に隙間が生じることがない。したがって、床パネルの両端部に加えて中間部を大引によって支持した場合のように、大引と床パネルとの間に乾燥収縮により反りが生じた場合に生じる床鳴りを防止することができる。
さらに、床パネル30を支持する大引として鋼製大引1を使用したので、該鋼製大引1には、乾燥収縮による反り、ひねり等の変形がなく、寸法安定性に優れ、施工性が向上する。
【0065】
(第2実施形態例)
図12は本発明の鋼製大引の第2例を示す横断面図、図13は図12に示す鋼製大引51を鋼製大引用床束60によって支持した状態を示す斜視図である。
図12および図13に示す鋼製大引51が、前記図1および図2に示す鋼製大引1と異なる点はその断面形状であり、該鋼製大引51は、横断面視において長方形筒状の鋼製大引本体52と、この鋼製大引本体52の両側壁53,54のそれぞれに形成されて、該鋼製大引本体52を下方から支持する鋼製大引用床束60が係合する係合部55,56とを備えて形成されている。また、前記鋼製大引本体52の上面には、複数の溝52cが形成されており、これによって、鋼製大引51の上面に設置される根太の滑りを防止している。
【0066】
前記係合部55,56は、鋼製大引本体52の長手方向に沿う凹溝であり、係合部55は係合部56より鋼製大引本体52の下面52bからの高さが低く設定されており、例えば、係合部55は係合部56よりの下面52bからの高さが15mm程度低く設定されている。
【0067】
また、前記鋼製大引本体52の下面には開口部58が形成されている。この開口部58は、鋼製大引本体2の長手方向に沿って、その一方の端部から他方の端部まで連続して形成されたものであり、該開口部58の両側にはそれぞれ鋼製大引本体52の下面52bに対して垂直に起立する起立壁58a,58aが鋼製大引本体52の長手方向に沿って連続して形成されている。
なお、上記構成の鋼製大引51は、鋼板をロール成形等によって曲げ加工することで形成され、該鋼板の幅方向の両縁部を直角に曲げて、前記起立壁58a,58aを形成し、鋼板を曲げ加工する際に、該起立壁58a,58aを所定間隔離間させることで、前記開口部58が形成されている。
【0068】
前記鋼製大引51を支持する鋼製大引用床束60が、前記鋼製大引1を支持する鋼製大引用床束10と異なる点は、鋼製大引51を受ける受部63の構成であり、その他の構成は同一であるので、同一部分には同一符号を付してその説明を省略する。
すなわち、図14および図15に示すように、鋼製大引用床束60は、基礎K上に固定されるベースプレート11と、このベースプレート11上に垂直に立設された床束本体12と、この床束本体12の上端部に設けられて前記鋼製大引1を受ける受部63とから構成されている。
【0069】
前記受部63は、前記鋼製大引51の下面52bが当接されて、該下面52bを下方から支持する底壁部70と、この底壁部70の両縁部にそれぞれ直角に形成されて、前記鋼製大引51の両側面にそれぞれ当接する側壁部71,72と、該両側壁部71,72の先端部に形成されて前記鋼製大引本体52の両側壁53,54にそれぞれ形成された係合部55,56に係合可能な被係合部73,74と、前記底壁部70に形成されて、前記鋼製大引51の下面52bの開口部58に挿入可能な挿入部75,75とを備えて構成されている。
【0070】
前記底壁部70の下面中央部には、該底壁部70の幅方向に延在する支持部70aが形成されており、この支持部70aの両端部は前記側壁部71,72側に折曲されて、該側壁部71,72を補強している。また、前記支持部70の中央部には、前記床束本体16の上端部、すなわち軸部16の上端部に螺合されたボルト17がプレート17aを介して取付けられるようになっている。
【0071】
前記被係合部73,74は、前記側壁部71,72の上端部から内側に直角に突出するようにして形成されたもので、被係合部73は被係合部74より底壁部70からの高さが低く設定されている。そして、前記被係合部73は前記鋼製大引51の係合部55の下側の側面に係合し、被係合部74は係合部56の下側の側面に係合するようになっている。
【0072】
前記挿入部75,75は、前記受部63を構成する底壁部70前後の縁部に、該底壁部70より下方に曲げて形成されたもので、側面視において略L字状に形成され、その先端部は前記鋼製大引51の開口部58に挿入し易くするために、先端ほど幅が狭くなるように形成されている。
また、前記挿入部75は、前記底壁部70に鋼製大引51の下面52bを当接させた後に、該底壁部70より上方に曲げることで、前記鋼製大引51の下面に形成された開口部58に挿入されるようになっている。また、挿入部75,75の幅は前記開口部58の幅とほぼ等しいか若干広めに形成されている。
【0073】
上記構成の鋼製大引51を、鋼製大引用床束60によって支持する支持構造および支持方法は、鋼製大引1を、鋼製大引用床束10によって支持する支持構造および支持方法と同様であるので、以下に簡単に説明する。
すなわち、図13に示すように、地盤上に、複数の基礎K…を平行に一定間隔で設置し、各基礎K上に、複数の鋼製大引用床束60…を所定のピッチWで設置する。このピッチWは、建物のモジュール寸法の整数倍に設定する。
なお、基礎K…上に鋼製大引用床束60…を設置固定する場合、全ての鋼製大引用床束60…の受部63の高さを揃えておく。
【0074】
次に、鋼製大引51を、その下面52bを前記受部63の底壁部70に対して傾けるようにして、前記受部63に挿入することで、該鋼製大引51の一方の係合部55を受部63の一方の被係合部73に係合し、次に、鋼製大引1を、前記受部63の一方の被係合部73を支点として、鉛直面内において押込むようにして回転させることで、鋼製大引51の他方の係合部56を受部63の他方の被係合部74に係合するとともに、鋼製大引51の両側面および下面をそれぞれ前記受部63の両側壁部71,72および底壁部70に当接する。このように鋼製大引51を回転させると、該鋼製大引51の下面52bに開口部58が形成されているので、該鋼製大引51の両側壁53,54が内側に弾性的に撓むことで、前記係合部55,56に鋼製大引用床束60の被係合部73,74が容易に係合していき、係合した際に前記両側壁53,54が弾性復帰することで、前記係合部55,56に前記被係合部73,74が確実に係合する(図16参照)。
【0075】
上記のようにして、鋼製大引51の係合部55,56を鋼製大引用床束60の被係合部73,74に係合したならば、鋼製大引用床束60の受部63の底壁部70に形成された挿入部75,75を下方から金槌等によって上方に叩き上げることで、該挿入部75,75を前記鋼製大引51の開口部58に挿入し、これによって、開口部58は挿入部75,75によって塞がれることになる。したがって、前記受部63に鋼製大引51を装着した後は、鋼製大引51の両側壁53,54が互いに内側に曲がることを防止されるので、該側壁53,54に形成された係合部55,56が前記受部63の被係合部73,74から外れることを防止することができ、より確実に鋼製大引51が受部63に装着される。
【0076】
上記のようにして、鋼製大引用床束60…の受部63に鋼製大引51を装着することにより、鋼製大引51を、上下、左右に移動させることなく、鋼製大引用床束60…によって確実に支持することができる。
また、鋼製大引51の係合部55,56に、鋼製大引用床束60の被係合部73,74が係合されるので、ボルトや釘等を使用することなく、該鋼製大引51を鋼製大引用床束60によって容易に支持することができる。
【0077】
さらに、鋼製大引51の一方の係合部55を前記受部63の一方の被係合部73に係合し、次いで、該鋼製大引51を前記被係合部73を支点として、鉛直面内において押込むようにして回転させることで、鋼製大引51の他方の係合部56を受部63の他方の被係合部74に係合するようにしたので、鋼製大引51を受部63に対して強い力でしかも平行に押し付けることなく、鋼製大引51の両方の係合部55,56に容易かつ確実に受部63の被係合部73,74を係合することができるとともに、鋼製大引51の両側面および下面をそれぞれ受部63の両側壁部71,72および底壁部70に容易かつ確実に当接させることができる。
【0078】
そして、鋼製大引51を鋼製大引用床束60…によって支持したならば、図13に示すように、互いに隣合う鋼製大引51,51間に床パネル30を配置し、該床パネル30の両端部をそれぞれ前記鋼製大引51,51の上面52aの半分に載せて固定する。
【0079】
(第3実施形態例)
図17は本発明の鋼製大引の第3例を示す横断面図であり、この図に示す鋼製大引81が、前記図12および図13に示す鋼製大引51と異なる点は、鋼製大引51の両側壁53,54にそれぞれ形成した係合部の位置であり、その他の構成は前記鋼製大引51と同様であるので、同一部分には同一符号を付してその説明を省略する。
【0080】
前記鋼製大引81の両側壁53,54にそれぞれ形成された係合部85,86は、鋼製大引本体52の長手方向に沿う凹溝であり、係合部85と係合部86とは鋼製大引本体52の下面52bからの高さが等しく設定されている。
【0081】
前記鋼製大引81を支持する鋼製大引用床束90が、前記鋼製大引51を支持する鋼製大引用床束60と異なる点は、鋼製大引81を受ける受部63に案内部が設けられている点と被係合部の位置であり、その他の構成は同一であるので、同一部分には同一符号を付してその説明を省略する。
すなわち、図18および図19に示すように、前記受部63の被係合部76,76は、底壁部70からの高さが等しく設定されており、該被係合部76,76の先端部には、上方に向かうに従って開く案内部78,78が形成されている。この案内部78,78は、前記被係合部76,76に、前記鋼製大引81の係合部85,86を案内して係合させるためのものであり、受部63に鋼製大引81を上方から挿入する際に、該鋼製大引81の下端外周部が滑るようにして当接することで、該鋼製大引81の係合部85,86を案内して、受部63の被係合部76,76に係合させるようになっている。
【0082】
次に、前記受部63に鋼製大引81を装着する方法について説明する。
まず、図20に示すように、鋼製大引81を、その下面52bをほぼ水平にして、前記受部63に上方から挿入する。すると、鋼製大引81の下端外周部が受部63の案内部78,78上を下方に滑るようにして当接しつつ、該案内部78,78を押し開くとともに、鋼製大引81の両側壁53,54が前記案内部78,78によって内側に押されて、前記開口部58内において接近するようにして弾性的に撓む。
さらに、鋼製大引81を押込むと、その係合部85,86が案内部78,78に案内されて、受部63の被係合部76,76に係合していき、係合した際に前記鋼製大引81の両側壁53,54と受部63の案内部78,78が弾性復帰することで、前記係合部85,86に前記被係合部76,76が確実に係合する(図21参照)。
【0083】
上記のようにして、鋼製大引81の係合部85,86を鋼製大引用床束90の被係合部76,76に係合したならば、鋼製大引用床束90の受部63の底壁部70に形成された挿入部75,75を下方から金槌等によって上方に叩き上げることで、該挿入部75,75を前記鋼製大引81の開口部58に挿入し、これによって、開口部58は挿入部75,75によって塞がれることになる。したがって、前記受部63に鋼製大引81を装着した後は、鋼製大引81の両側壁53,54が互いに内側に曲がることを防止されるので、該側壁53,54に形成された係合部85,86が前記受部63の被係合部76,76から外れることを防止することができ、より確実に鋼製大引81が受部63に装着される。
【0084】
上記のようにして、鋼製大引用床束90…の受部63に鋼製大引81を装着することにより、鋼製大引81を、上下、左右に移動させることなく、鋼製大引用床束90…によって確実に支持することができる。
また、鋼製大引81の係合部85,86に、鋼製大引用床束00の被係合部76,76が係合されるので、ボルトや釘等を使用することなく、該鋼製大引81を鋼製大引用床束90によって容易に支持することができる。
【0085】
なお、上記の3例では、鋼製大引1,51,81の下面に形成された開口部8,58に挿入する挿入部25,75を、鋼製大引用床束10,60,90を構成する受部13,63の底壁部20,70に一体的に形成したが、前記挿入部25,75は受部13,63とは別体に形成してもよい。挿入部25,75を別体に形成すれば、前記開口部8,58の所望の位置に挿入部25,75を挿入することができるという利点がある。
また、上記の3例では、鋼製大引1,51,81によって床パネル30を支持するようにしたが、これに限ることなく、通常の軸組み工法やツーバイフォー工法における床の根太を支持するようにしてもよい。
【発明の効果】
以上説明したように、本発明の請求項1の鋼製大引によれば、鋼製大引本体の下面に、開口部を該鋼製大引本体の長手方向に沿って、一方の端部から他方の端部まで連続して形成したので、鋼製大引本体の両側壁を、前記開口部の幅内において内側に弾性的に撓み可能とすることができる。
したがって、前記鋼製大引を、鋼製大引用床束の受部に装着する際において、鋼製大引本体の両側壁を弾性的に撓ませながら装着していき、装着した際に両側壁が弾性復帰することで、前記受部に鋼製大引を、受部との間に隙間を生じることなく装着することができる。
【0086】
また、前記鋼製大引本体下面に、開口部を該鋼製大引本体の長手方向に沿って、一方の端部から他方の端部まで連続して形成したので、開口部がないものに比して、鋼製大引の材料費を削減できる。
さらに、従来の鋼製大引と異なり、かしめ加工が不要となるので、その分鋼製大引を容易に製造でき、コスト削減を図ることができる。
【0087】
請求項2の鋼製大引によれば、請求項1と同様の効果を得ることができるのは勿論のこと、前記鋼製大引本体の両側壁に、該鋼製大引本体を下方から支持する鋼製大引用床束が係合する係合部をそれぞれ形成したので、該係合部に、鋼製大引用床束を係合させることで、ボルトや釘等を使用することなく、該鋼製大引を鋼製大引用床束によって容易かつ確実に支持することができる。
また、前記鋼製大引本体の両側壁は、前記開口部の幅内において内側に弾性的に撓み可能となっているので、該両側壁が内側に弾性的に撓むことで、前記係合部に鋼製大引用床束が容易に係合していき、係合した際に両側壁が弾性復帰することで、前記係合部に鋼製大引用床束を確実に係合させることができる。
【0088】
請求項3の鋼製大引によれば、請求項2と同様の効果を得ることができるのは勿論のこと、前記鋼製大引本体の両側壁にそれぞれ形成された係合部のうちの一方の係合部を、他方の係合部より前記鋼製大引本体の下面からの高さを低く設定したので、該鋼製大引本体の下面を斜めに傾けて、一方の係合部を鋼製大引用床束に係合し、次いで、鋼製大引を鉛直面内において回転させて、前記鋼製大引の他方の係合部を鋼製大引用床束に係合することができ、よって、鋼製大引の両方の係合部に容易かつ確実に鋼製大引用床束を係合することができる。
【0089】
請求項4の鋼製大引の支持構造によれば、鋼製大引用床束の受部の底壁部に鋼製大引の下面が当接され、前記受部のそれぞれの側壁部に鋼製大引のそれぞれの側面が当接されているので、鋼製大引を左右に移動させることなく、鋼製大引用床束の受部に確実に装着することができる。
また、前記受部の挿入部が、前記鋼製大引の開口部に挿入されているので、該開口部は挿入部によって塞がれることになる。したがって、受部に鋼製大引を装着した後は、鋼製大引の両側壁が互いに内側に曲がることを防止されるので、より確実に鋼製大引を受部に装着することができる。
【0090】
請求項5の鋼製大引の支持構造によれば、鋼製大引用床束の受部の底壁部に前記鋼製大引の下面が当接され、前記受部のそれぞれの側壁部に前記鋼製大引のそれぞれの側面が当接され、前記受部の被係合部が前記鋼製大引の係合部に係合されているので、鋼製大引を、上下、左右に移動することなく、鋼製大引用床束によって確実に支持することができる。
また、鋼製大引の両側壁にそれぞれ形成された係合部に、鋼製大引用床束の受部の被係合部が係合されているので、ボルトや釘等を使用することなく、該鋼製大引を鋼製大引用床束によって容易に支持することができる。
【0091】
請求項6の鋼製大引の支持構造によれば、請求項5と同様の効果を得ることができる他、受部の挿入部が、前記鋼製大引の開口部に挿入されているので、該開口部は挿入部によって塞がれることになる。したがって、受部に鋼製大引を装着した後は、鋼製大引の両側壁が互いに内側に曲がることを防止されるので、該両側壁に形成された係合部が前記受部の被係合部から外れることを防止することができ、より確実に鋼製大引を受部に装着することができる。
【0092】
請求項7の鋼製大引の支持構造によれば、請求項6と同様の効果を得ることができるのは勿論のこと、前記受部の底壁部に前記挿入部を形成したので、挿入部を受部と別体にする場合に比して、該挿入部を鋼製大引の開口部に容易に挿入することができるとともに、該挿入部の、鋼製大引の開口部への挿入忘れを防止することができる。
【0093】
請求項8の鋼製大引の支持構造によれば、請求項5〜7と同様の効果を得ることができるのは勿論のこと、鋼製大引用床束の受部に、該受部の被係合部に、前記鋼製大引の係合部を案内して係合させるための案内部を設けたので、鋼製大引を受部に挿入すると、その係合部が案内部に案内されて、受部の被係合部に係合していき、よって前記係合部に前記被係合部を容易かつ確実に係合することができる。
【0094】
請求項9の鋼製大引の支持方法によれば、鋼製大引を、鋼製大引用床束の受部に装着する際において、前記鋼製大引を、その両側壁が前記開口部内において弾性的に接近するようにして前記受部にその上方から押込むことで、該受部の側壁部に前記鋼製大引の側面を弾性復帰力によって押圧するようにして当接するとともに、前記鋼製大引の下面を前記受部の底壁部に当接するので、前記受部に鋼製大引を、受部との間に隙間を生じることなく装着することができる。
【0095】
また、前記受部の挿入部を、前記鋼製大引の開口部に挿入するので、該開口部は挿入部によって塞がれることになる。したがって、受部に鋼製大引を装着した後は、鋼製大引の両側壁が互いに内側に曲がることを防止されるので、より確実に鋼製大引を受部に装着することができる。
【0096】
請求項10の鋼製大引の支持方法によれば、鋼製大引用床束を、ほぼ垂直に立設される床束本体と、この床束本体の上端部に設けられて前記鋼製大引を受ける受部とから構成し、前記鋼製大引を、その下面を前記受部の底壁部に対して傾けるようにして前記受部に挿入することで、前記鋼製大引の一方の係合部を前記受部の一方の被係合部に容易に係合することができ、次いで、前記鋼製大引を、前記受部の一方の被係合部を支点として、鉛直面内において押込むようにして回転させることで、前記鋼製大引の他方の係合部を前記受部の他方の被係合部に容易に係合することができるので、鋼製大引を受部に対して強い力でしかも平行に押し付ける必要がなく、鋼製大引の両方の係合部に容易かつ確実に受部の被係合部を係合することができる。
また、鋼製大引の両側面および下面を、それぞれ受部の両側壁部および底壁部に容易かつ確実に当接することができ、よって、鋼製大引を受部に容易かつ確実に装着することができる。
【0097】
請求項11の鋼製大引の支持方法によれば、請求項10と同様の効果を得ることができる他、前記受部の挿入部を、前記鋼製大引の開口部に挿入するので、該開口部は挿入部によって塞がれることになる。したがって、受部に鋼製大引を装着した後は、鋼製大引の両側壁が互いに内側に曲がることを防止されるので、該両側壁に形成された係合部が前記受部の被係合部から外れることを防止することができ、より確実に鋼製大引を受部に装着することができる。
【図面の簡単な説明】
【図1】本発明の鋼製大引の第1例を示すもので、該鋼製大引の横断面図である。
【図2】本発明の鋼製大引の支持構造の第1例を示すもので、鋼製大引を鋼製大引用床束によって支持した状態を示す斜視図である。
【図3】同、鋼製大引を鋼製大引用床束によって支持した状態を示す要部の斜視図である。
【図4】同、鋼製大引用床束を示す正面図である。
【図5】同、鋼製大引用床束の受部の斜視図である。
【図6】同、鋼製大引用床束の受部の正面図である。
【図7】同、鋼製大引用床束の受部の側面図である。
【図8】同、鋼製大引用床束の受部の平面図である。
【図9】本発明の鋼製大引の支持方法を説明するためのもので、受部に鋼製用大引を装着した状態を示す正面図である。
【図10】同、受部の挿入部を鋼製大引の開口部に挿入した状態を示す正面図である。
【図11】同、受部の挿入部を鋼製大引の開口部に挿入した状態を示す側面図である。
【図12】本発明の鋼製大引の第2例を示すもので、該鋼製大引の横断面図である。
【図13】本発明の鋼製大引の支持構造の第2例を示すもので、鋼製大引を鋼製大引用床束によって支持した状態を示す斜視図である。
【図14】同、鋼製大引用床束を示す正面図である。
【図15】同、鋼製大引用床束の受部の斜視図である。
【図16】同、受部に鋼製用大引を装着した状態を示す正面図である。
【図17】本発明の鋼製大引の第3例を示すもので、該鋼製大引の横断面図である。
【図18】図17に示す鋼製大引を支持する鋼製大引用床束を示す正面図である。
【図19】図17に示す鋼製大引を支持する鋼製大引用床束を示す斜視図である。
【図20】本発明の鋼製大引の支持方法の他の例を説明するためのもので、受部に鋼製用大引を挿入する前の状態を示す正面図である。
【図21】同、受部の挿入部を鋼製大引の開口部に挿入した状態を示す側面図である。
【符号の説明】
1,51,81 鋼製用大引
2,52 鋼製大引本体
2a,52a 上面
2b,52b 下面
3,4,53,54 側壁
5,6,55,56 係合部
8,58 開口部
10,60,90 鋼製大引用床束
12 床束本体
13,63 受部
20,70 底壁部
21,22,71,72 側壁部
23,24,73,74,76 被係合部
25,75 挿入部
78 案内部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a steel-drawn steel for supporting a floor joist of a house or the like, a support structure for a steel-drawn steel, and a support method.
[0002]
[Background technology]
In general, in a house, a wooden fork is used to support a joist on the first floor. However, in recent years, it has become difficult to stably supply timber, and for this reason, making a large amount of steel is partly performed.
As a technique using steel pulling, for example, those described in Japanese Patent No. 2750273 and Japanese Patent No. 2828240 are known. The steel pullings described in these publications are made of pipe material having a square cross section and are supported on a bundle base via a steel bundle. This steel bundle is constructed by connecting a large acceptor having an L-shaped cross section and a base plate with a turnbuckle, and in order to mount a steel draw on the large acceptor, the large acceptor The bottom wall and side wall of the steel steel are brought into contact with the bottom wall and the side wall of the steel plate, respectively, and bolts, nails, etc. are removed from the holes formed in the bottom wall and the side wall of the large retractor. It is done by screwing or driving into a steel draw.
[0003]
[Problems to be solved by the invention]
By the way, the steel pulling described in the above-mentioned Japanese Patent No. 2828240 is formed in a cylindrical shape having a substantially inverted trapezoidal cross section, and thus has the following problems.
That is, the steel pulling is supported by a receiving portion provided at the upper end of the steel bundle, and when the steel pulling is attached to the receiving portion, the steel pulling and the receiving portion When a gap is generated between the side plate and the steel plate, the steel plate is rattled in the receiving portion and the support of the steel plate is unstable.
[0004]
In order to eliminate the gap as described above, the width of the lower end of the steel pulling is made approximately equal to or slightly larger than the distance between the side plates of the receiving part, and the lower end of the steel pulling is made to be It is only necessary to push between the side plates, but the steel pulling is formed into a cylindrical shape having a substantially inverted trapezoidal cross section by bending the steel plate, so the lower end of the steel pulling Is difficult to finish to a size that can be securely fitted between the side plates of the receiving part, and if the lower end of the steel pull is larger than the above size, the lower end cannot be fitted between the side plates. Or, if the force is pushed in force, an excessive force may be applied to the steel pull and the steel pull may be deformed or damaged. When it becomes smaller, a gap is generated between the lower end portion and the side plate of the receiving portion.
Further, the steel fore is formed by bending the steel plate into a cylindrical shape having a substantially inverted trapezoidal cross section, and staking both ends of the steel plate at the center of the lower surface thereof. There was also a problem that this caulking process took time.
[0005]
In addition, when supporting the steel pulling described in Japanese Patent No. 2750273 and Japanese Patent No. 2828240, a plurality of locations in the length direction of the steel pulling are each supported by a steel bundle. In this case, it is necessary to attach a predetermined portion of the steel overhang to each of the steel underbrushers of the steel bundle, but as described above, when attaching the steel overbrower to the overdrawer, Since it is necessary to screw or drive bolts, nails, etc. into the steel puller from the holes formed in the bottom wall and the side wall of the large receiver, it is troublesome. There was a problem that it took a lot of time and effort to wear.
[0006]
The present invention has been made in view of the above circumstances, and can be easily and reliably supported by a steel large-quoted floor bundle, and can be easily manufactured. It is an object to provide a support structure and a support method.
[0007]
[Means for Solving the Problems]
  In order to achieve the above object, the steel pulling 1 (51, 81) according to claim 1 of the present invention has a floor (floor panel 30 as shown in FIG. 1 (FIGS. 12 and 16) and FIG. 2, for example. For supporting joists (crosspiece 30a),
  Hollow steel pulling body 2 (52),
  An opening 8 formed continuously from one end to the other end along the longitudinal direction of the steel pulling main body 2 (52) on the lower surface of the steel pulling main body 2 (52). (58) and,
The opening 8 ( 58 ) On both sides of the steel pulling body 2 ( 52 ) Standing perpendicular to the lower surface of the steel, ( 52 ) Standing wall 8a formed continuously along the longitudinal direction of ( 58a ) WhenIt is equipped with.
[0008]
The steel pulling body 2 (52) may have any cross-sectional shape as long as it is hollow, but for example, a square shape, a rectangular shape, a trapezoidal shape, or other polygonal shapes are desirable. It is desirable that the upper and lower surfaces 2a, 2b (52a, 52b) of the large drawing body 2 (52) are planes parallel to each other.
[0009]
In addition, as for the steel pulling 1, 51, 81, for example, as in the steel pulling 1, the width of the upper surface 2a of the steel pulling main body 2 is set larger than the width of the lower surface 2b. Good.
In order to set the width of the upper surface 2a of the steel pulling main body 1 to be larger than the width of the lower surface 2b, for example, the cross-sectional shape of the steel pulling main body 2 may be an inverted trapezoidal shape. The cross-sectional shape of the steelmaking main body 2 may be an irregular polygon shape whose upper side is longer than the lower side, and may be any shape as long as the upper side is longer than the lower side.
[0010]
As described above, if the width of the upper surface 2a of the steel pulling main body 2 is set larger than the width of the lower surface 2b, the joists (crosspieces) of the floor (floor panel 30) are supported on a wide surface, and thus stable. The floor is supported. Further, when the floor is composed of floor panels 30 used in the panel construction method, at the place where the floor panels 30 are arranged, the two adjacent floor panels 30 and 30 are received by one steel draw. However, by setting the width of the upper surface 2a of the steel pulling main body 2 to be larger than the width of the lower surface 2b, a large allowance for the steel pulling 1 of each floor panel 30 can be obtained.
Furthermore, the lower surface 2b of the steel pulling main body 2 only needs to be able to transmit a load to the steel large quote floor bundle 10. Therefore, it is not necessary to increase the width of the upper surface 2a, and the material can be saved by reducing the width. Can do.
[0011]
In the steel drawing 1 (51, 81) according to claim 1, an opening 8 (58) is formed along the longitudinal direction of the steel drawing main body 2 on the lower surface of the steel drawing main body 2 (52). Thus, the two side walls 3, 4 (53, 54) of the steel pulling main body 2 (52) are formed in the width of the opening 8 (58). The inside can be elastically bent inward.
Therefore, when the steel pulling 1 (51, 81) is mounted on the receiving portions 13, 63 of the steel large quote floor bundle 10 (60, 90), both sides of the steel pulling main body 2 (52) are installed. The walls 3 and 4 (53 and 54) are attached while being elastically bent, and when they are attached, the side walls 3 and 4 (53 and 54) are elastically restored, whereby the receiving portions 13 and 63 are made of steel. The large draw 1 (51, 81) is mounted without creating a gap.
[0012]
Further, an opening 8 (58) is continuously formed from one end portion to the other end portion along the longitudinal direction of the steel pulling main body 2 on the lower surface of the steel pulling main body 2 (52). Because it is formed, the material cost of the steel drawing 1 (51, 81) can be reduced compared to the one without the opening 8 (58), and, unlike the conventional steel drawing, no caulking is required. Therefore, the steel drawing 1 (51, 81) can be easily manufactured accordingly.
[0013]
The steel pulling 1 (51, 81) according to claim 2 is characterized in that in claim 1,
The steel large-quoted floor bundle 10 (60, 90) for supporting the steel large-drawn body 2 (52) from below on both side walls 3, 4 (53, 54) of the steel large-drawn body 2 (52). The engaging portions 5 and 6 (55, 56) are formed respectively.
[0014]
The engaging portions 5, 6 (55, 56) respectively formed on both side walls 3, 4 (53, 54) of the steel large pulling main body 2 (52) are steel large quotation floor bundles 10 (60, 90). ) Is desirable to be engaged with the concave and convex portions, for example, on both side walls 3, 4 (53, 54) of the steel large pull main body 2 (52), respectively. It is preferable to form grooves 5, 6 (55, 56) or ridges along the longitudinal direction.
In addition, when the concave grooves 5, 6 (55, 56) are formed in the both side walls 3, 4 (53, 54) of the steel pulling main body 2 (52), the steel large quote floor bundle 10 (60, 60, 60) is formed. 90), convex portions (engaged portions 23, 24 (73, 74, 76)) that can be engaged with the concave grooves 5, 6 (55, 56) are formed, and the steel pulling main body 2 (52) When a concave groove is formed on the side wall, a concave portion that can be engaged with the convex stripe is formed in the steel large-quoted floor bundle 10 (60, 90).
[0015]
In the steel large pull 1 (51, 81) of claim 2, when it is supported by a plurality of large steel quoted floor bundles 10 (60, 90) ..., these large steel quoted floor bundles 10 (60 , 90) are arranged at predetermined intervals, and the steel draw 1 (51, 81) is installed on the steel large quote floor bundle 10 (60, 90) ... from above, and the steel The steel large quotation floor bundle 10 (60, 90) is engaged with the engaging portions 5, 6 (55, 56) respectively formed on the side walls 3, 4 (53, 54) of the pull 1 (51, 81). As a result, the steel large pull 1 (51, 81) is easily and reliably supported by the steel large quote floor bundle 10 (60, 90) without using bolts, nails or the like.
[0016]
Further, the both side walls 3, 4 (53, 54) of the steel pulling main body 2 (52) can be flexed inwardly within the width of the opening 8 (58). The steel large quotation floor bundle 10 (60, 90) is attached to the engaging portions 5, 6 (55, 56) respectively formed on both side walls 3, 4 (53, 54) of the steel draw 1 (51, 81). ) Is engaged, the both side walls 3, 4 (53, 54) are elastically bent inward, so that the steel large-quoted floor bundle 10 is placed in the engaging portions 5, 6 (55, 56). (60, 90) are easily engaged, and when engaged, both side walls 3, 4 (53, 54) are elastically restored, so that the engaging portions 5, 6 (55, 56) are made of steel. The large quotation floor bundle 10 (60, 90) is securely engaged.
[0017]
The steel pulling 1 (51) according to claim 3 is the same as that of claim 2, wherein the steel pulling main body 1 (51) is formed on the side walls 3, 4 (53, 54) of the steel pulling main body 2 (52). 6 (55, 56), the height of one engaging portion 5 (55) from the lower surface 2b (52b) of the steel pulling main body 2 (52) from the other engaging portion 6 (56). Is set low.
[0018]
In the steel pulling 1 (51) of claim 3, the lower surface 2b (52b) is inclined obliquely, and one engaging portion 5 (55) is engaged with the steel large quote floor bundle 10 (60). Then, the steel large pull 1 (51) is rotated in the vertical plane, so that the other engaging portion 6 (56) of the steel large pull 1 (51) is connected to the steel large quote floor bundle 10. By engaging with (60), the steel large quote floor bundle 10 (60) can be easily and reliably engaged with both engaging portions 5, 6 (55, 56) of the steel pulling 1 (51). Is done.
That is, the engaging portions 5, 6 (55, 56) formed on both side walls 3, 4 (53, 54) of the steel pulling main body 2 (52) are the lower surfaces of the steel pulling main body 2 (52). When the height from 2b (52b) is equal, in order to engage the steel large-quoted floor bundle 10 (60) with these engaging portions 5, 6 (55, 56), the steel large-quoted floor bundle 10 The steel large pull 1 (51) is arranged in parallel from above on (60), and the steel large quotation floor bundle 10 (60) is simultaneously engaged with both the engaging portions 5, 6 (55, 56). In this case, it is necessary to press the steel pulling 1 (51) against the steel large quote floor bundle 10 (60) with a strong force and in parallel. Although it is difficult to simultaneously engage the large steel floor bundle 10 (60) with 5, 6 (55, 56), as described above, the steel large pull 1 (51) according to claim 3 Engaging part 5 (55) of the steel large quote floor bundle 10 (60) After joining, the steel pulling 1 (51) is rotated in a vertical plane, so that the other engaging portion 6 (56) of the steel pulling 1 (51) is connected to the steel large quote floor bundle. 10 (60) is engaged, so it is not necessary to press the steel pull 1 (51) against the large steel quoted floor bundle 10 (60) with a strong force and in parallel. The steel large-quoted floor bundle 10 (60) is easily and reliably engaged with both the engaging portions 5, 6 (55, 56) of (51).
[0019]
  As shown in FIGS. 2 to 5 (FIGS. 12 to 21), for example, the steel pulling support structure according to claim 4 is made of steel pulling 1 (51, 81) made of steel. A supporting structure supported by the large-quoted floor bundle 10 (60, 90),
  The steel large-quoted floor bundle 10 (60, 90) is provided with a floor bundle main body 12 which is erected substantially vertically, and a receiving portion which is provided at an upper end portion of the floor bundle main body 12 and receives the steel large pull 1. 13 (63),
  A bottom wall portion 20 (70) for supporting the lower surface 2b (52b) from below by contacting the receiving portion 13 (63) with the lower surface 2b (52b) of the steel pulling 1 (51, 81). And side wall portions 21 and 22 (71 and 72) respectively formed on both edge portions of the bottom wall portion 20 (70) and in contact with both side surfaces of the steel pulling 1 (51 and 81),The bottom wall portion 20 ( 70 ) Bent further downward and formed in a substantially L shape in side viewIt is configured to include an insertion portion 25 (75) that can be inserted into the opening 8 (58) on the lower surface of the steel draw 1 (51, 81),
  The bottom surface portion 20 (70) of the receiving portion 13 (63) is brought into contact with the lower surface 2b (52b) of the steel draw 1 (51, 81), and the respective side wall portions of the receiving portion 13 (63). 21, 22 (71, 72) are brought into contact with the respective side surfaces of the steel draw 1 (51, 81), and the insertion portion 25 (75) of the receiving portion 13 (63)The bottom wall portion 20 ( 70 ) Bent upwardsIt is inserted into the opening 8 (58) of the steel draw 1 (51, 81).
[0020]
The floor bundle body 12 of the steel large-quoted floor bundle 10 (60, 90) is preferably one whose length can be adjusted up and down. For example, bolts 17 and 17 are screwed onto a sleeve-shaped shaft portion 16. A so-called turnbuckle-like one is used. The width of the bottom wall portion 20 (70) of the receiving portion 13 (63) is set to be approximately equal to the width of the bottom surface of the steel draw 1 (51, 81) to be supported. The side wall parts 21 and 22 (71 and 72) of the receiving part 13 (63) are formed in a shape along the side surface of the steel pulling 1 (51 and 81). The engaged portions 23, 24 (73, 74) of the receiving portion 13 (63) are, for example, in which the engaging portions 5, 6 (55, 56) formed on the steel pulling 1 (51, 81) are recessed. In the case of a groove, it is formed in a shape that can be engaged with, for example, an inner side surface of the concave groove.
[0021]
The insertion portion 25 (75) may be formed integrally with the receiving portion 13 (63), or may be provided separately from the receiving portion 13 (63). Then, after the insertion portion 25 (75) is brought into contact with the bottom wall portion 20 (70) of the receiving portion 13 (63) with the lower surface 2b (52b) of the steel draw 1 (51, 81), It inserts in the opening part 8 (58) formed in the lower surface of steel large drawing 1 (51, 81). The width of the insertion portion 25 (75) is substantially equal to or slightly wider than the width of the opening 8 (58).
[0022]
In the steel pulling support structure according to claim 4, the steel pulling 1 (51) is formed on the bottom wall portion 20 (70) of the receiving portion 13 (63) of the steel large quote floor bundle 10 (60, 90). , 81) is brought into contact with the lower surface 2b (52b), and the side surfaces 21 and 22 (71 and 72) of the receiving portion 13 (63) are respectively side surfaces of the steel pulling 1 (51 and 81). Is attached to the receiving portion 13 (63) of the steel large quotation floor bundle 10 (60, 90) without moving left and right. .
Moreover, since the insertion part 25 (75) of the said receiving part 13 (63) is inserted in the opening part 8 (58) of the said steel large drawing 1 (60,90), this opening part 8 (58) Is blocked by the insertion portion 25 (75). Therefore, after the steel draw 1 (60, 90) is mounted on the receiving portion 13 (63), the side walls 3, 4 (53, 54) of the steel draw 1 (60, 90) are inward of each other. Since bending is prevented, the steel pulling 1 (60, 90) is more reliably attached to the receiving portion 13 (63).
[0023]
The support structure of the steel large pull according to claim 5 is a support structure for supporting the steel large pull 1 (51, 81) according to claim 2 or 3 by the steel large quote floor bundle 10 (60, 90). The steel large-quoted floor bundle 10 (60, 90) is provided with a floor bundle main body 12 and a floor bundle main body 12 standing substantially vertically, and the steel large pull 1 provided on the upper end of the floor bundle main body 12. Receiving portion 13 (63),
A bottom wall portion 20 (70) for supporting the lower surface 2b (52b) from below by contacting the receiving portion 13 (63) with the lower surface 2b (52b) of the steel pulling 1 (51, 81). And side wall portions 21 and 22 (71 and 72) respectively formed on both edge portions of the bottom wall portion 20 (70) and in contact with both side surfaces of the steel pulling 1 (51 and 81), Engagement portions 5 formed on both side walls 21, 22 (71, 72), respectively, and formed on both side walls 3, 4 (53, 54) of the steel pulling main body 2 (51, 81), 6 (55, 56) and engaged portions 23, 24 (73, 74, 76),
The bottom surface portion 20 (70) of the receiving portion 13 (63) is brought into contact with the lower surface 2b (52b) of the steel draw 1 (51, 81), and the respective side wall portions of the receiving portion 13 (63). 21, 22 (71, 72) are brought into contact with the respective side surfaces of the steel draw 1 (51, 81), and the engaged portions 23, 24 (73, 74) of the receiving portion 13 (63) It is engaged with the engaging portions 5 and 6 (55 and 56) of the steel draw 1 (51 and 81).
[0024]
In the steel pulling support structure according to claim 5, the steel pulling 1 (51) is formed on the bottom wall portion 20 (70) of the receiving portion 13 (63) of the steel large quote floor bundle 10 (60, 90). , 81) is brought into contact with the lower surface 2b (52b), and the side surfaces 21 and 22 (71 and 72) of the receiving portion 13 (63) are respectively side surfaces of the steel pulling 1 (51 and 81). Are engaged, and the engaged portions 23, 24 (73, 74, 76) of the receiving portion 13 (63) are engaged with the engaging portions 5, 6 (55, 56) of the steel pulling 1 (51, 81). ) Is securely supported by the steel large-quoted floor bundle 10 (60, 90) without moving up and down and left and right.
Further, the steel large quotation floor bundle 10 (60 is attached to the engaging portions 5, 6 (55, 56) respectively formed on both side walls 3, 4 (53, 54) of the steel draw 1 (51, 81). , 90) is engaged with the engaged portions 23, 24 (73, 74, 76) of the receiving portion 13 (63), so that the steel pulling 1 ( 51, 81) is easily supported by the steel large floor bundle 10 (60, 90).
[0025]
  The support structure of the steel pulling structure according to claim 6 is a support structure for supporting the steel pulling structure 1 (51, 81) according to claim 2 or 3 by the steel large reference floor bundle 10 (60, 90). There,
  The steel large-quoted floor bundle 10 (60, 90) is provided with a floor bundle main body 12 which is erected substantially vertically, and a receiving portion which is provided at an upper end portion of the floor bundle main body 12 and receives the steel large pull 1. 13 (63),
  A bottom wall portion 20 (70) for supporting the lower surface 2b (52b) from below by contacting the receiving portion 13 (63) with the lower surface 2b (52b) of the steel pulling 1 (51, 81). And side wall portions 21 and 22 (71 and 72) respectively formed on both edge portions of the bottom wall portion 20 (70) and in contact with both side surfaces of the steel pulling 1 (51 and 81), Engagement portions 5 formed on both side walls 21, 22 (71, 72), respectively, and formed on both side walls 3, 4 (53, 54) of the steel pulling main body 2 (51, 81), 6 (55, 56) engageable parts 23, 24 (73, 74, 76),The bottom wall portion 20 ( 70 ) Bent further downward and formed in a substantially L shape in side viewIt is configured to include an insertion portion 25 (75) that can be inserted into the opening 8 (58) on the lower surface of the steel draw 1 (51, 81),
  The bottom surface portion 20 (70) of the receiving portion 13 (63) is brought into contact with the lower surface 2b (52b) of the steel draw 1 (51, 81), and the respective side wall portions of the receiving portion 13 (63). 21, 22 (71, 72) are brought into contact with the respective side surfaces of the steel draw 1 (51, 81), and the engaged portions 23, 24 (73, 74) of the receiving portion 13 (63) are brought into contact with each other. Engaged with the engaging portions 5 and 6 (55 and 56) of the steel draw 1 (51 and 81), the insertion portion 25 (75) of the receiving portion 13 (63) isThe bottom wall portion 20 ( 70 ) Bent upwardsIt is inserted into the opening 8 (58) of the steel draw 1 (51, 81).
[0026]
In the steel large drawing support structure according to claim 6, the steel large drawing 1 (51) is formed on the bottom wall portion 20 (70) of the receiving portion 13 (63) of the large steel quote floor bundle 10 (60, 90). , 81) is brought into contact with the lower surface 2b (52b), and the side surfaces 21 and 22 (71 and 72) of the receiving portion 13 (63) are respectively side surfaces of the steel pulling 1 (51 and 81). Are engaged, and the engaged portions 23, 24 (73, 74, 76) of the receiving portion 13 (63) are engaged with the engaging portions 5, 6 (55, 56) of the steel pulling 1 (51, 81). ) Is securely supported by the steel large-quoted floor bundle 10 (60, 90) without moving up and down and left and right.
Further, the steel large quotation floor bundle 10 (60 is attached to the engaging portions 5, 6 (55, 56) respectively formed on both side walls 3, 4 (53, 54) of the steel draw 1 (51, 81). , 90) is engaged with the engaged portions 23, 24 (73, 74, 76) of the receiving portion 13 (63), so that the steel pulling 1 ( 51, 81) is easily supported by the steel large floor bundle 10 (60, 90).
[0027]
Further, since the insertion portion 25 (75) of the receiving portion 13 (63) is inserted into the opening 8 (58) of the steel pulling 1 (60, 90), the opening 8 (58) Is blocked by the insertion portion 25 (75). Therefore, after the steel draw 1 (60, 90) is mounted on the receiving portion 13 (63), the side walls 3, 4 (53, 54) of the steel draw 1 (60, 90) are inward of each other. Since it is prevented from being bent, the engaging portions 5, 6 (55, 56) formed on the side walls 3, 4 (53, 54) are engaged portions 23, 24 (73, 74, 76) can be prevented, and the steel pulling 1 (60, 90) is more securely attached to the receiving portion 13 (63).
[0028]
The support structure for steel pulling according to claim 7 is the structure according to claim 6, wherein the insertion portions 25, 25 (75, 75) are formed on the bottom wall portion 20 (70) of the receiving portion 13 (63). is there.
[0029]
The insertion portions 25, 25 (75, 75) are formed, for example, at the front and rear edge portions of the receiving portion 13 (63). In this case, the insertion portions 25, 25 (75, 75) are bent downward from the bottom wall portion 20 (70). Form it. And after making lower surface 2b (52b) of steel large drawing 1 (51, 81) contact bottom wall part 20 (70) of receiving part 13 (63), insertion parts 25 and 25 (75 and 75) Is bent above the bottom wall portion 20 (70) and inserted into the opening 8 (58) formed in the lower surface 2b (52b) of the steel draw 1 (51, 81). The width of the insertion portion 25 (75) is substantially equal to or slightly wider than the width of the opening 8 (58).
[0030]
In the steel large-drawing support structure according to claim 7, the insertion portion 25, 25 (75, 75) is formed on the bottom wall portion 20 (70) of the receiving portion 13 (63). , 25 (75, 75) are arranged in advance in the vicinity of the lower surface of the steel pulling 1 (51, 81) abutted against the bottom wall portion 20 (70). Compared with the case where (75) is separated from the receiving portion 13 (63), the insertion portion 25 (75) is an opening formed in the lower surface 2b (52b) of the steel draw 1 (51, 81). It can be easily inserted into the portion 8 (58), and the insertion portion 25 (75) can be prevented from forgetting to insert it into the opening 8 (58) of the steel pull 1 (51, 81). There is an advantage that you can.
[0031]
As shown in FIGS. 17 to 21, for example, as shown in FIGS. 17 to 21, the support structure for steel pulling according to claim 8 is provided with the receiving portion 63 and the engaged portion 76 of the receiving portion 63. , 76 are provided with guide portions 78, 78 for guiding and engaging the engaging portions 85, 86 of the steel pulling 81.
[0032]
The guide portions 78 and 78 are formed, for example, at the front end portions of the engaged portions 76 and 76 of the receiving portion 63 so as to open upward. In this case, when the steel pulling 81 is inserted into the receiving portion 63 from above, the outer peripheral portion of the lower end of the steel pulling 81 is slidably brought into contact with the guide portions 78 and 78 so that the steel The engaging portions 85, 86 of the large draw 81 are guided, and the engaging portions 85, 86 engage with the engaged portions 76, 76 of the receiving portion 63.
[0033]
In the steel pulling support structure according to claim 8, the engaging portions 85 and 86 of the steel pulling 81 are guided to the receiving portion 63 and the engaged portions 76 and 76 of the receiving portion 63. Since the guide portions 78 and 78 for engaging are provided, when the steel pulling 81 is inserted into the receiving portion 63, the engaging portions 85 and 86 are guided by the guiding portions 78 and 78, and the receiving portion 63. The engaged portions 76 and 76 are easily and surely engaged with the engaging portions 85 and 86.
[0034]
  The support method for steel pulling according to claim 9 is a support method for supporting the steel pulling 1 (51, 81) according to claim 1 by the steel large quote floor bundle 10 (60, 90). ,
  The steel large-quoted floor bundle 10 (60, 90) is provided with a floor bundle main body 12 which is erected substantially vertically, and a receiving portion which is provided at an upper end portion of the floor bundle main body 12 and receives the steel large pull 1. 13 (63),
  A bottom wall portion 20 (70) for supporting the lower surface 2b (52b) from below by contacting the receiving portion 13 (63) with the lower surface 2b (52b) of the steel pulling 1 (51, 81). And side wall portions 21 and 22 (71 and 72) respectively formed on both edge portions of the bottom wall portion 20 (70) and in contact with both side surfaces of the steel pulling 1 (51 and 81),The bottom wall portion 20 ( 70 ) Bent further downward and formed in a substantially L shape in side viewIt is configured to include an insertion portion 25 (75) that can be inserted into the opening 8 (58) on the lower surface of the steel draw 1 (51, 81),
  When mounting the steel large pull 1 (51, 81) to the receiving portion 13 (63) of the steel large quote floor bundle 10 (60, 90),
  First, the steel draw 1 (51, 81) is arranged so that the side walls 3, 4 (53, 54) thereof elastically approach each other in the opening 8 (58). ) From above to contact the side walls 21 and 22 (71 and 72) of the receiving portion 13 (63) so as to press the side surface of the steel draw 1 (51 and 81). In addition, the lower surface of the steel draw 1 (51, 81) is brought into contact with the bottom wall portion 20 (70) of the receiving portion 13 (63),
  Next, the insertion portion 25 (75) of the receiving portion 13 (63) isThe bottom wall portion 20 ( 70 ) Bend upwardIt is characterized by being inserted into the opening 8 (58) of the steel draw 1 (51, 81).
[0035]
In the method for supporting steel pulling according to claim 9, when the steel pulling 1 (51, 81) is mounted on the receiving portions 13, 63 of the steel large quote floor bundle 10 (60, 90). The steel draw 1 (51, 81) is arranged so that the side walls 3, 4 (53, 54) thereof elastically approach each other in the opening 8 (58). The side surface of the steel draw 1 (51, 81) is pressed against the side wall portions 21, 22 (71, 72) of the receiving portion 13 (63) by an elastic restoring force. And the lower surface of the steel draw 1 (51, 81) is brought into contact with the bottom wall 20 (70) of the receiving portion 13 (63). 1 (51, 81) is mounted without creating a gap.
[0036]
Further, since the insertion portion 25 (75) of the receiving portion 13 (63) is inserted into the opening 8 (58) of the steel pulling 1 (60, 90), the opening 8 (58) is inserted. The part 25 (75) is blocked. Therefore, after the steel draw 1 (60, 90) is mounted on the receiving portion 13 (63), the side walls 3, 4 (53, 54) of the steel draw 1 (60, 90) are inward of each other. Since the bending is prevented, the steel pulling 1 (60, 90) is more reliably attached to the receiving portion 13 (63).
[0037]
A method for supporting steel pulling according to claim 10 is a method of supporting the steel pulling 1 (51) according to claim 2 or 3 by a steel large quote floor bundle 10 (60),
The steel large-quoted floor bundle 10 (60) is provided on a floor bundle main body 12 standing almost vertically and on the upper end portion of the floor bundle main body 12, and receives the steel large pull 1 (51). Part 13 (63),
A bottom wall portion 20 (70) for supporting the lower surface 2b (52b) from below, with the receiving portion 13 (63) being in contact with the lower surface 2b (52b) of the steel draw 1 (51); Side wall portions 21 and 22 (71 and 72) respectively formed on both edge portions of the bottom wall portion 20 (70) and abutting on both side surfaces of the steel draw 1 (51), and the both side wall portions Engaging portions 5, 6 (55, 56) formed on the side walls 3, 4 (53, 54) of the steel pulling main body 2 (52) respectively formed on the 21, 22 (71, 72). And engaged portions 23 and 24 (73 and 74) that can be engaged with
When attaching the steel large pull 1 (51) to the receiving portion 13 of the steel large quote floor bundle 10, for example, as shown in FIGS.
First, the steel pulling 1 (51) is placed on the receiving portion 13 (63) such that the lower surface 2b (52b) is inclined with respect to the bottom wall portion 20 (70) of the receiving portion 13 (63). By inserting, one engaging portion 5 (55) of the steel pull 1 (51) is engaged with one engaged portion 23 (73) of the receiving portion 13 (63),
Next, the steel large pull 1 (51) is rotated by being pushed in a vertical plane with one engaged portion 23 (73) of the receiving portion 13 (63) as a fulcrum. The other engaging portion 6 (56) of the pull 1 (51) is engaged with the other engaged portion 24 (74) of the receiving portion 13 (63), and the steel large pull 1 (51) Both side surfaces and a lower surface are in contact with both side wall portions 21, 22 (71, 72) and bottom wall portion 20 (70) of the receiving portion 13 (63), respectively.
[0038]
In the method of supporting steel pulling according to claim 10, the steel pulling 1 (51) and the lower surface 2b (52b) of the steel pulling 1 (51) with respect to the bottom wall portion 20 (70) of the receiving portion 13 (63). By inserting it into the receiving portion 13 (63) in an inclined manner, one engaging portion 5 (55) of the steel pulling 1 (51) is engaged with one engaged portion of the receiving portion 13 (63). Engage with the part 23 (73), then push the steel pull 1 (51) in the vertical plane with one engaged part 23 (73) of the receiving part 13 (63) as a fulcrum In this way, the other engaging portion 6 (56) of the steel pull 1 (51) is engaged with the other engaged portion 24 (74) of the receiving portion 13 (63), Since the both side surfaces and the lower surface of the steel pulling 1 (51) are in contact with the side wall portions 21, 22 (71, 72) and the bottom wall portion 20 (70) of the receiving portion 13 (63), respectively, Ohiki 1 (51) When mounting on the receiving portion 13 (63) of the steel large-quoted floor bundle 10 (60), it is not necessary to press the steel drawing 1 (51) against the receiving portion 13 (63) with a strong force in parallel. The engaged portions 23 and 24 (73 and 74) of the receiving portion 13 (63) are easily and reliably engaged with both engaging portions 5 and 6 (55 and 56) of the steel large pull 1 (51). In addition, the both side surfaces and the bottom surface of the steel pulling 1 (51) are easily and reliably attached to the side wall portions 21, 22 (71, 72) and the bottom wall portion 20 (70) of the receiving portion 13 (63), respectively. Abutted.
[0039]
  The support method for steel pulling according to claim 11 is a support method for supporting the steel pulling 1 (51) according to claim 2 or 3 by a steel large quote floor bundle 10 (60),
  The steel large-quoted floor bundle 10 (60) is provided on a floor bundle main body 12 standing almost vertically and on the upper end portion of the floor bundle main body 12, and receives the steel large pull 1 (51). Part 13 (63),
  A bottom wall portion 20 (70) for supporting the lower surface 2b (52b) from below, with the receiving portion 13 (63) being in contact with the lower surface 2b (52b) of the steel draw 1 (51); Side wall portions 21 and 22 (71 and 72) respectively formed on both edge portions of the bottom wall portion 20 (70) and abutting on both side surfaces of the steel draw 1 (51), and the both side wall portions Engaging portions 5, 6 (55, 56) formed on the side walls 3, 4 (53, 54) of the steel pulling main body 2 (52) respectively formed on the 21, 22 (71, 72). Engaged parts 23, 24 (73, 74) that can be engaged withThe bottom wall portion 20 ( 70 ) Bent further downward and formed in a substantially L shape in side viewIt is configured to include an insertion portion 25 (75) that can be inserted into the opening 8 (58) on the lower surface of the steel draw 1 (51),
  When attaching the steel large pull 1 (51) to the receiving portion 13 of the steel large quote floor bundle 10, for example, as shown in FIGS.
  First, the steel pulling 1 (51) is placed on the receiving portion 13 (63) such that the lower surface 2b (52b) is inclined with respect to the bottom wall portion 20 (70) of the receiving portion 13 (63). By inserting, one engaging portion 5 (55) of the steel pull 1 (51) is engaged with one engaged portion 23 (73) of the receiving portion 13 (63),
  Next, the steel large pull 1 (51) is rotated by being pushed in a vertical plane with one engaged portion 23 (73) of the receiving portion 13 (63) as a fulcrum. The other engaging portion 6 (56) of the pull 1 (51) is engaged with the other engaged portion 24 (74) of the receiving portion 13 (63), and the steel large pull 1 (51) The both side surfaces and the lower surface abut on the side wall portions 21, 22 (71, 72) and the bottom wall portion 20 (70) of the receiving portion 13 (63), respectively.
  Next, the insertion portion 25 (75) of the receiving portion 13 (63) isThe bottom wall portion 20 ( 70 ) Bend upwardIt is characterized by being inserted into the opening 8 (58) of the steel draw 1 (51).
[0040]
In the method of supporting the steel steel pull according to claim 11, as in the case of claim 10, the steel pull 1 (51) is received by the receiving portion 13 (63) of the steel large quote floor bundle 10 (60). It is not necessary to press the steel draw 1 (51) against the receiving portion 13 (63) with a strong force and in parallel, and both the engaging portions 5 of the steel draw 1 (51), 6 (55, 56) is engaged with the engaged portions 23, 24 (73, 74) of the receiving portion 13 (63) easily and reliably, and both side surfaces and the lower surface of the steel draw 1 (51). Are in contact with both side wall portions 21, 22 (71, 72) and bottom wall portion 20 (70) of the receiving portion 13 (63) easily and reliably.
[0041]
Further, since the insertion portion 25 (75) of the receiving portion 13 (63) is inserted into the opening portion 8 (58) of the steel pulling 1 (60), the opening portion 8 (58) is inserted into the insertion portion 25. (75). Therefore, after the steel draw 1 (60) is mounted on the receiving portion 13 (63), the side walls 3, 4 (53, 54) of the steel draw 1 (60) are prevented from bending inward. Therefore, the engaging portions 5, 6 (55, 56) formed on the side walls 3, 4 (53, 54) are engaged portions 23, 24 (73, 74, 76) of the receiving portion 13. Can be prevented, and the steel pull 1 (60) is more reliably attached to the receiving portion 13 (63).
[0042]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
(First embodiment)
FIG. 1 is a cross-sectional view showing a first example of a steel pulling 1 according to the present invention, and FIG. 2 is a perspective view showing a state in which the steel pulling 1 shown in FIG. It is.
As shown in FIGS. 1 and 2, the steel pulling 1 is formed on each of the steel pulling main body 2 and both side walls 3, 4 of the steel pulling main body 2. The steel large quotation floor bundle 10 which supports the main body 2 from below is formed with engaging portions 5 and 6 to be engaged.
[0043]
The steel pulling main body 2 is a hollow long cylindrical body, and its cross section is formed in an irregular hexagonal shape, and its upper surface 2a and lower surface 2b are formed in parallel. The width of the upper surface 2a of the steel pulling main body 2 is set to be larger than the width of the lower surface 2b. For example, the width of the upper surface 2a is set to about 90 mm and the width of the lower surface 2b is set to about 50 mm. . Further, a V-groove 7 having a V-shaped cross section is formed on the upper surface of the steel large body 2 along the longitudinal direction of the steel large body 2.
[0044]
As shown in FIG. 1, the side walls 3 and 4 of the steel pulling main body 2 include vertical walls 3 a and 4 a formed vertically downward from the upper surface edge of the steel main body 2, and the vertical walls 3 a and 4, respectively. 4a, and the inclined walls 3b and 4b are formed so as to be inclined inwardly from the lower edge of the lower edge 4a. The engaging portion 5 is formed on the inclined wall 3b, and the inclined wall 4b An engaging portion 6 is formed.
The engaging portions 5 and 6 are formed in the inclined walls 3b and 4b, respectively, and are recessed grooves along the longitudinal direction of the steel pulling main body 2. The engaging portion 5 is made of steel pulling than the engaging portion 6. The height from the lower surface 2b of the main body 2 is set low, and for example, the height of the engaging portion 5 from the lower surface 2b from the engaging portion 6 is set to be lower by about 15 mm.
[0045]
Further, an opening 8 is formed in the lower surface of the steel pulling main body 2. The opening 8 is formed continuously from one end portion to the other end portion along the longitudinal direction of the steel pulling main body 2. Standing walls 8 a and 8 a erected perpendicularly to the lower surface 2 b of the steel making body 2 are continuously formed along the longitudinal direction of the steel body 2.
The steel pulling 1 having the above structure is formed by bending a steel plate by roll forming or the like, and bending the both edges in the width direction of the steel plate at right angles to form the upright walls 8a and 8a. When the steel plate is bent, the opening 8 is formed by separating the upright walls 8a and 8a from each other by a predetermined distance.
[0046]
Next, the steel large quote floor bundle 10 that supports the steel pulling 1 having the above-described configuration will be described.
That is, as shown in FIG. 3 and FIG. 4, the large steel quote floor bundle 10 includes a base plate 11 fixed on the foundation K, a floor bundle body 12 erected vertically on the base plate 11, It is comprised from the receiving part 13 which is provided in the upper end part of the floor bundle main body 12, and receives the said steel pulling 1.
[0047]
The base plate 11 has a rectangular plate shape, and holes 11a and 11a for inserting anchor bolts T and T protruding from the foundation K are formed at both ends thereof. The base plate 11 is placed on the foundation K, and the anchor bolts T and T protruding from the foundation K are inserted into the holes 11a and 11a, and then the upper ends of the anchor bolts T protruding from the holes 11a. It is fixed on the foundation K by inserting the washer 14 into the part and screwing and tightening the nut 15.
[0048]
The floor bundle body 12 includes a shaft portion 16 having a sleeve shape, a pair of upper and lower bolts 17 and 17 screwed to both ends of the shaft portion 16, and upper and lower ends of the shaft portion 16 to the bolts 17 and 17. And nuts 18 and 18 screwed together.
The floor bundle body 12 having such a configuration makes the bolts 17 and 17 unrotatable and rotates the shaft portion 16 in the forward and reverse directions so that the bolts 17 and 17 are connected to the shaft portion 16. The length can be adjusted by expanding and contracting from the upper and lower ends, and after this adjustment, the nuts 18 and 18 are tightened to fix the shaft portion 16 so as not to rotate, and the length of the floor bundle body 16 is increased. Can be determined.
[0049]
As shown in FIG. 5 to FIG. 8, the receiving portion 13 has a bottom wall portion 20 that is in contact with the lower surface 2 b of the steel pulling 1 and supports the lower surface 2 b from below, and the bottom surface portion 20. Side wall portions 21 and 22 respectively formed on both edge portions and abutting on both side surfaces of the steel steel drawing 1 and both side surfaces of the steel steel drawing body 2 formed on the both side wall portions 21 and 22 respectively. Engaged parts 23 and 24 that can be engaged with engaging parts 5 and 6 formed on the walls 3 and 4 respectively, and an opening on the lower surface 2b of the steel draw 1 formed on the bottom wall part 20 An insertion portion 25, 25 that can be inserted into the portion 8 is provided.
[0050]
A support portion 20a extending in the width direction of the bottom wall portion 20 is formed at the center of the bottom surface of the bottom wall portion 20, and both end portions of the support portion 20a are folded toward the side wall portions 21 and 22 side. Curved to reinforce the side walls 21 and 22. Further, a bolt 17 screwed to the upper end portion of the floor bundle main body 16, that is, the upper end portion of the shaft portion 16, is attached to the center portion of the support portion 20 via a plate 17a (see FIG. 4). It has become.
The side wall portions 21 and 22 are inclined so as to incline outwardly from the vertical walls 21a and 22a standing vertically from both edges of the bottom wall portion 20 and from the lower edges of the vertical walls 21a and 22a. The engaged portion 23 is formed at the upper end portion of the inclined wall 21b, and the engaged portion 24 is formed at the upper end portion of the inclined wall 22b. ing.
[0051]
The engaged portions 23 and 24 are formed so as to protrude obliquely upward inward from the upper ends of the inclined walls 21 b and 21 b, and the engaged portion 23 is lower than the engaging portion 24. The height from 20 is set low. The engaged portion 23 is engaged with the lower side surface of the engaging portion 5 of the steel pull 1 and the engaged portion 24 is engaged with the lower side surface of the engaging portion 6. It has become.
[0052]
The insertion parts 25, 25 are formed at the front and rear edges of the bottom wall part 20 constituting the receiving part 13 by bending downward from the bottom wall part 20, as shown in FIG. In order to facilitate insertion into the opening 8 of the steel drawer 1, the tip is formed so that the width becomes narrower toward the tip.
In addition, the insertion portion 25 is brought into contact with the bottom wall portion 20 with the lower surface 2b of the steel pulling 1 and then bent upward from the bottom wall portion 29 so that the lower surface of the steel pulling 1 is It is inserted into the formed opening 8. The widths of the insertion portions 25, 25 are formed to be approximately equal to or slightly wider than the width of the opening 8.
[0053]
Next, a support structure and a support method for supporting the steel pulling 1 having the above-described configuration with the steel large quote floor bundle 10 will be described.
That is, as shown in FIG. 2, a plurality of foundations K are installed in parallel at regular intervals on the ground, and a plurality of large steel quote floor bundles 10 are arranged on each foundation K with a predetermined pitch W. It is installed at. The pitch W is set to an integral multiple of the module size of the building. For example, when the module size is 910 mm, the pitch W is set to 1820 mm, which is twice that size. The module dimension is a standard dimension when trying to arrange every part of the building in a multiple of a certain size. In addition to the above-mentioned 910 mm, the module dimensions are 1000 mm, 900 mm, 800 mm, etc. ing.
[0054]
In order to install and fix the steel large quote floor bundle 10 on the foundation K, as shown in FIGS. 3 and 4, the base plate 11 of the steel large quote floor bundle 10 is placed on the foundation K, and The anchor bolts T, T protruding from the foundation K are inserted into the holes 11a, 11a formed in the base plate, and then the washers 14 are inserted into the upper ends of the anchor bolts T protruding from the holes 11a, and the nuts 15 are screwed. It is done by tightening together. In addition, when installing and fixing the steel large quotation floor bundle 10 on the foundation K ..., the height of the receiving part 13 of all the steel large quotation floor bundles 10 is made uniform.
[0055]
If the steel large quotation floor bundle 10 is installed and fixed on the foundation K as described above,
The steel pulling 1 is mounted on the receiving portions 13 of the steel large quote floor bundle 10 as follows. In addition, although the steel large drawing 1 is arrange | positioned so as to be orthogonal to the foundation K, you may arrange | position in parallel with this on the foundation K, without restricting to this. In this case, the direction of the receiving part 13 of the steel large-quoted floor bundle 10 is turned 90 degrees.
First, as shown by a broken line in FIG. 9, the steel pulling 1 is inserted into the receiving portion 13 such that the lower surface 2 b is inclined with respect to the bottom wall portion 20 of the receiving portion 13. One engaging portion 5 of the steel pull 1 is engaged with one engaged portion 23 of the receiving portion 13.
[0056]
Next, as shown by a solid line in FIG. 9, the steel pulling 1 is rotated by being pushed in a vertical plane with one engaged portion 23 of the receiving portion 13 as a fulcrum. The other engaging portion 6 of the pull 1 is engaged with the other engaged portion 24 of the receiving portion 13, and both side surfaces and the lower surface of the steel large pull 1 are respectively opposite to the side wall portions 21, 22 of the receiving portion 13. And abut against the bottom wall portion 20. When the steel drawer 1 is rotated in this way, the opening 8 is formed in the lower surface 2b of the steel drawer 1 so that the side walls 3 and 4 of the steel drawer 1 are elastically inward. The engaged portions 23 and 24 of the steel large-quoted floor bundle 10 are easily engaged with the engaging portions 5 and 6, and the side walls 3 and 4 are engaged when engaged. By returning to elasticity, the engaged parts 23 and 24 are reliably engaged with the engaging parts 5 and 6.
[0057]
If the engaging portions 5 and 6 of the steel puller 1 are engaged with the engaged portions 23 and 24 of the steel large floor bundle 10 as described above, as shown in FIGS. Then, the insertion portions 25, 25 formed on the bottom wall portion 20 of the receiving portion 13 of the steel large quotation floor bundle 10 are struck upward from below with a hammer or the like, so that the insertion portions 25, 25 are made of the steel large Insert into the opening 8 of the pull 1.
When the insertion portions 25, 25 of the receiving portion are inserted into the opening 8 of the steel drawer 1, the portions where the insertion portions 25, 25 of the opening 8 are inserted are blocked by the insertion portions 25, 25. Will be. Accordingly, after the steel pulling 1 is mounted on the receiving portion 13, the side walls 3 and 4 of the steel pulling 1 are prevented from bending inwardly, so that they are formed on the side walls 3 and 4. The engaging portions 5 and 6 can be prevented from coming off from the engaged portions 23 and 24 of the receiving portion 13, and the steel pulling 1 is more securely attached to the receiving portion 13.
[0058]
And if each steel drawer 1 is attached and fixed to the receiving part 13 ... of the steel large quote floor bundle 10 ..., the shaft part 16 ... of the floor bundle main body 12 ... By adjusting the length of the bundle body 12..., The receiving portions 13 are slightly raised and lowered, thereby adjusting the leveling of each steel pulling 1, and after this adjustment is completed, the bolts 17 and 17 are screwed together. By tightening the nuts 18, 18, the shaft portion 16 is fixed to be non-rotatable, the length of the floor bundle body 16 is determined, and the leveling of each steel pulling 1 is finished.
[0059]
As described above, by attaching the steel pulling 1 to the receiving portion 13 of the steel large quote floor bundle 10..., The lower surface 2 b of the steel pulling 1 is brought into contact with the bottom wall portion 20 of the receiving portion 13. The side surfaces 21 and 21 of the receiving portion 13 are brought into contact with the respective side surfaces of the steel drawing 1 and the engaged portions 23 and 24 of the receiving portion 13 are engaged with the steel drawing 1. Since the mating parts 5 and 6 are engaged, the steel pulling 1 can be reliably supported by the steel large quote floor bundles 10 without moving up and down and left and right.
Further, since the insertion portions 25, 25 of the receiving portion 13 are inserted into the opening portion 8 of the steel pulling 1, the opening portion 8 is closed by the insertion portion, and both sides of the steel pulling 1 are Since the walls 3 and 4 are prevented from bending inward, the engaging portions 5 and 6 formed on the side walls 3 and 4 are prevented from being disengaged from the engaged portions 23 and 24 of the receiving portion 13. It is possible to attach the steel pulling 1 to the receiving part 13 more reliably.
Further, the engaged portions 23 and 24 of the receiving portion 13 of the steel large-quoted floor bundle 10 are engaged with the engaging portions 5 and 6 respectively formed on both side walls 3 and 4 of the steel pulling 1. Therefore, the steel pulling 1 can be easily supported by the steel large quote floor bundle 10 without using bolts, nails or the like.
[0060]
Further, when the steel pulling 1 is mounted on the receiving portion 13 of the steel large quote floor bundle 10, the lower surface 2 b of the steel pulling 1 is received so as to be inclined with respect to the bottom wall portion 20 of the receiving portion 13. By inserting into the portion 13, one engaging portion 5 of the steel pull 1 is engaged with one engaged portion 23 of the receiving portion 13, and then the steel pull 1 is engaged. Since the other engagement portion 6 of the steel pulling 1 is engaged with the other engaged portion 24 of the receiving portion 13 by rotating the joint portion 23 as a fulcrum in a vertical plane. The engaged portion of the receiving portion 13 can be easily and reliably engaged with both engaging portions 5 and 6 of the steel drawing 1 without pressing the steel drawing 1 against the receiving portion 13 with a strong force and in parallel. 23, 24 can be engaged, and both side surfaces and the lower surface of the steel pulling 1 are respectively connected to the side wall portions 21, 22 and the bottom wall portion 20 of the receiving portion 13. It can be easily and reliably contact.
[0061]
Then, if the steel draw 1 is supported by the steel quoted floor bundle 10..., A floor panel 30 is disposed between the steel draws 1 and 1 adjacent to each other as shown in FIG. Both ends of the panel 30 are placed and fixed on half of the upper surface 2a of the steel pullings 1 and 1, respectively. The floor panel 30 assembles the crosspieces 30a ... into a rectangular shape, and forms a frame body by assembling reinforcing crosspieces vertically and horizontally inside the rectangular frame. A surface such as plywood is formed on the upper surface of the frame body. The material 30b is attached, and the crosspiece 30a of the floor panel 30 is placed on the upper surface 2a of the steel pulling 1. Therefore, in the floor panel 30, the crosspiece 30 a placed on the upper surface 2 a of the steel pulling 1 corresponds to a floor joist in a normal shaft assembly method. The floor panel 30 has a vertical length of 1820 mm and a horizontal length of 910 mm.
[0062]
On the other hand, the pitch W of the plurality of steel large quote floor bundles 10 installed on the foundation K is set to 1820 mm, which is twice the module size of 910 mm. The pitch of the plurality of steel pullings 1 supported by 10 ... is also 1820 mm.
Therefore, by installing both ends of the floor panel 30 on the half of the upper surfaces 2a, 2a of the adjacent steel draws 1, 1, floors on all the adjacent steel draws 1, 1 are installed. The panels 30 can be fit perfectly without any gaps.
Furthermore, if the length of the steel drawer 1 is set to an integral multiple of 910 mm of the module dimension, the floor panels 30 can be perfectly fitted in the length direction of the steel drawer 1 without any gaps.
[0063]
In addition, since the width of the upper surface 2a of the steel pulling main body 2 is set to be larger than the width of the lower surface 2b, the crosspiece at the end of the floor panel 30 is supported on a wide surface, and thus the floor panel is supported stably. Can do. Furthermore, in the place where the floor panels 30 are arranged, the two steel floor panels 30 and 30 adjacent to each other are received by one steel drawer 1, but the width 2a of the upper surface of the steel drawer body 2 is reduced to the lower face 2b. Since the width is set to be larger than the width of the steel plate, a large allowance for the steel pulling of each floor panel 30 can be obtained.
In addition, since the lower surface 2b of the steel pulling main body 2 only needs to be able to transmit a load to the steel large quote floor bundle 10, it is not necessary to increase the width as the upper surface 2a, and the material is saved by reducing the width. be able to.
[0064]
Further, in the above example, the floor panel 30 is supported by the steel pulling 1 and 1 only at both ends thereof, so that even if the floor panel 30 is warped due to drying shrinkage, the steel pulling 1 and There is no gap between the floor panel 30 and the floor panel 30. Accordingly, it is possible to prevent floor noise that occurs when warping occurs due to drying shrinkage between the large pull and the floor panel, as in the case where the intermediate portion is supported by large pull in addition to both ends of the floor panel. .
Furthermore, since the steel pulling 1 is used as the pulling for supporting the floor panel 30, the steel pulling 1 has no deformation such as warping and twisting due to drying shrinkage, excellent dimensional stability, and workability. Will improve.
[0065]
(Second embodiment)
FIG. 12 is a cross-sectional view showing a second example of the steel pulling of the present invention, and FIG. 13 is a perspective view showing a state in which the steel pulling 51 shown in FIG. .
12 and FIG. 13 differs from the steel pulling 1 shown in FIG. 1 and FIG. 2 in its cross-sectional shape, and the steel pulling 51 is rectangular in a cross-sectional view. A large steel quoted floor bundle 60 formed on each of the tubular steel pulling main body 52 and both side walls 53 and 54 of the steel pulling main body 52 and supporting the steel pulling main body 52 from below. And engaging portions 55 and 56 to be engaged with each other. Further, a plurality of grooves 52 c are formed on the upper surface of the steel pulling main body 52, thereby preventing slipping of joists installed on the upper surface of the steel pulling 51.
[0066]
The engaging portions 55 and 56 are concave grooves along the longitudinal direction of the steel pulling main body 52, and the engaging portion 55 is lower in height from the lower surface 52 b of the steel pulling main body 52 than the engaging portion 56. For example, the height of the engaging portion 55 from the lower surface 52b from the engaging portion 56 is set to be lower by about 15 mm.
[0067]
An opening 58 is formed in the lower surface of the steel large pull body 52. The opening 58 is formed continuously from one end portion to the other end portion along the longitudinal direction of the steel pulling main body 2. Standing walls 58 a and 58 a erected perpendicularly to the lower surface 52 b of the steel drawing main body 52 are formed continuously along the longitudinal direction of the steel steel drawing main body 52.
The steel pulling 51 having the above-described configuration is formed by bending a steel plate by roll forming or the like, and both the edges in the width direction of the steel plate are bent at right angles to form the standing walls 58a and 58a. When the steel plate is bent, the opening 58 is formed by separating the upright walls 58a and 58a from each other by a predetermined distance.
[0068]
The steel large quote floor bundle 60 that supports the steel large pull 51 is different from the steel large quote floor bundle 10 that supports the steel large pull 1 in that the receiving portion 63 that receives the steel large pull 51 is provided. Since other configurations are the same, the same parts are denoted by the same reference numerals and the description thereof is omitted.
That is, as shown in FIG. 14 and FIG. 15, the large steel quote floor bundle 60 is composed of a base plate 11 fixed on the foundation K, a floor bundle body 12 erected vertically on the base plate 11, It is comprised from the receiving part 63 which is provided in the upper end part of the floor bundle main body 12, and receives the said steel pulling 1.
[0069]
The receiving portion 63 is formed at a right angle to the bottom wall portion 70 that is in contact with the lower surface 52b of the steel draw 51 and supports the lower surface 52b from below, and to both edges of the bottom wall portion 70. The side walls 71 and 72 are in contact with both side surfaces of the steel pulling 51, and the side walls 53 and 54 of the steel pulling main body 52 are formed at the tip ends of the side wall portions 71 and 72, respectively. Engaged portions 73 and 74 that can be engaged with the formed engaging portions 55 and 56, respectively, and formed on the bottom wall portion 70, can be inserted into the opening 58 on the lower surface 52 b of the steel draw 51. The insertion part 75,75 is comprised.
[0070]
A support portion 70a extending in the width direction of the bottom wall portion 70 is formed at the center of the bottom surface of the bottom wall portion 70, and both ends of the support portion 70a are folded toward the side wall portions 71 and 72. The side walls 71 and 72 are reinforced to bend. A bolt 17 screwed to the upper end portion of the floor bundle main body 16, that is, the upper end portion of the shaft portion 16, is attached to the center portion of the support portion 70 via a plate 17a.
[0071]
The engaged portions 73 and 74 are formed so as to protrude at right angles from the upper end portions of the side wall portions 71 and 72. The engaged portion 73 is lower than the engaged portion 74. The height from 70 is set low. The engaged portion 73 is engaged with the lower side surface of the engaging portion 55 of the steel draw 51, and the engaged portion 74 is engaged with the lower side surface of the engaging portion 56. It has become.
[0072]
The insertion portions 75, 75 are formed at the front and rear edges of the bottom wall portion 70 constituting the receiving portion 63 by bending downward from the bottom wall portion 70, and are formed in a substantially L shape in a side view. In order to facilitate the insertion of the front end portion into the opening 58 of the steel pulling 51, the front end portion is formed to have a narrower width.
In addition, the insertion portion 75 is brought into contact with the bottom wall portion 70 on the lower surface 52b of the steel large pull 51, and then bent upward from the bottom wall portion 70, so that the lower surface of the steel large pull 51 is formed on the lower surface. It is inserted into the formed opening 58. Further, the widths of the insertion portions 75 and 75 are substantially equal to or slightly wider than the width of the opening 58.
[0073]
A support structure and a support method for supporting the steel large pull 51 having the above-described configuration with the steel large quote floor bundle 60 include a support structure and a support method for supporting the steel large pull 1 with the steel large quote floor bundle 10; Since they are similar, a brief description will be given below.
That is, as shown in FIG. 13, on the ground, a plurality of foundations K are installed in parallel at regular intervals, and a plurality of large steel floor bundles 60 are installed on each foundation K at a predetermined pitch W. To do. This pitch W is set to an integral multiple of the building module dimension.
In addition, when installing and fixing the steel large quotation floor bundles 60 on the foundations K, the heights of the receiving parts 63 of all the steel large quotation floor bundles 60 are made uniform.
[0074]
Next, the steel pull 51 is inserted into the receiving portion 63 so that the lower surface 52b of the steel pull 51 is inclined with respect to the bottom wall portion 70 of the receiving portion 63. The engaging portion 55 is engaged with one engaged portion 73 of the receiving portion 63, and then the steel pulling 1 is used in the vertical plane with the one engaged portion 73 of the receiving portion 63 as a fulcrum. , The other engaging portion 56 of the steel large pull 51 is engaged with the other engaged portion 74 of the receiving portion 63, and both the side surfaces and the lower surface of the steel large pull 51 are respectively connected. It contacts both side wall portions 71 and 72 and the bottom wall portion 70 of the receiving portion 63. When the steel draw 51 is rotated in this way, the opening 58 is formed in the lower surface 52b of the steel draw 51 so that both side walls 53, 54 of the steel draw 51 are elastically inward. , The engaged portions 73 and 74 of the steel large floor bundle 60 are easily engaged with the engaging portions 55 and 56, and the side walls 53 and 54 are engaged when engaged. By returning to elasticity, the engaged portions 73 and 74 are reliably engaged with the engaging portions 55 and 56 (see FIG. 16).
[0075]
When the engaging portions 55 and 56 of the steel large pull 51 are engaged with the engaged portions 73 and 74 of the steel large quote floor bundle 60 as described above, the reception of the steel large quote floor bundle 60 is performed. By inserting the insertion portions 75 and 75 formed in the bottom wall portion 70 of the portion 63 upward from below with a metal hammer or the like, the insertion portions 75 and 75 are inserted into the opening 58 of the steel pulling 51, As a result, the opening 58 is blocked by the insertion portions 75 and 75. Therefore, after the steel pulling 51 is mounted on the receiving part 63, both side walls 53, 54 of the steel pulling 51 are prevented from bending inwardly, so that they are formed on the side walls 53, 54. The engaging portions 55 and 56 can be prevented from being disengaged from the engaged portions 73 and 74 of the receiving portion 63, and the steel pulling 51 is more securely attached to the receiving portion 63.
[0076]
As described above, the steel large pull 51 is attached to the receiving portion 63 of the steel large quotation floor bundle 60, so that the steel large pull 51 is moved up and down and left and right without moving the steel large pull 51. It can be reliably supported by the floor bundle 60.
In addition, since the engaged portions 73 and 74 of the large steel quote floor bundle 60 are engaged with the engaging portions 55 and 56 of the steel large pull 51, the steel can be used without using bolts or nails. The large draw 51 can be easily supported by the steel large quote floor bundle 60.
[0077]
Further, one engaging portion 55 of the steel pull 51 is engaged with one engaged portion 73 of the receiving portion 63, and then the steel pull 51 is used as a fulcrum. Since the other engaging portion 56 of the steel large pull 51 is engaged with the other engaged portion 74 of the receiving portion 63 by rotating in a vertical plane, the steel large pull 51 The engaging portions 73 and 74 of the receiving portion 63 are easily and reliably engaged with the engaging portions 55 and 56 of the steel large pull 51 without pressing the receiving portion 63 with a strong force and in parallel. In addition, both the side surfaces and the lower surface of the steel pulling 51 can be easily and reliably brought into contact with the side wall portions 71 and 72 and the bottom wall portion 70 of the receiving portion 63, respectively.
[0078]
Then, if the steel drawer 51 is supported by the steel quoted floor bundle 60..., The floor panel 30 is disposed between the adjacent steel drawers 51 and 51 as shown in FIG. Both ends of the panel 30 are placed and fixed on half of the upper surface 52a of the steel draws 51 and 51, respectively.
[0079]
(Third embodiment)
FIG. 17 is a cross-sectional view showing a third example of the steel drawing according to the present invention. The difference between the steel drawing 81 shown in this figure and the steel drawing 51 shown in FIGS. The positions of the engaging portions formed on both side walls 53 and 54 of the steel pull 51 are the same as those of the steel pull 51, and the same parts are denoted by the same reference numerals. The description is omitted.
[0080]
Engaging portions 85, 86 formed on both side walls 53, 54 of the steel large pull 81 are concave grooves along the longitudinal direction of the steel large pull main body 52. The height from the lower surface 52b of the steel large pull body 52 is set equal.
[0081]
The steel large quote floor bundle 90 that supports the steel large pull 81 differs from the steel large quote floor bundle 60 that supports the steel large pull 51 in the receiving portion 63 that receives the steel large pull 81. The point where the guide portion is provided and the position of the engaged portion, and the other configurations are the same, so the same parts are denoted by the same reference numerals and description thereof is omitted.
That is, as shown in FIGS. 18 and 19, the engaged portions 76 and 76 of the receiving portion 63 have the same height from the bottom wall portion 70, and the engaged portions 76 and 76 have the same height. Guide portions 78 and 78 that open upward are formed at the tip. The guide portions 78 and 78 are for guiding and engaging the engaging portions 85 and 86 of the steel large pull 81 with the engaged portions 76 and 76, and the receiving portion 63 is made of steel. When inserting the large pull 81 from above, the engaging portion 85, 86 of the steel large pull 81 is guided and received by sliding the lower end outer peripheral portion of the steel large pull 81 in contact. It is made to engage with the engaged parts 76, 76 of the part 63.
[0082]
Next, a method for attaching the steel pulling 81 to the receiving portion 63 will be described.
First, as shown in FIG. 20, the steel pulling 81 is inserted into the receiving portion 63 from above with its lower surface 52b substantially horizontal. Then, while the lower end outer peripheral portion of the steel pullout 81 abuts on the guide portions 78 and 78 of the receiving portion 63 so as to slide downward, the guide portions 78 and 78 are pushed open, and the steel pullout 81 Both side walls 53, 54 are pushed inward by the guide portions 78, 78 and elastically bent so as to approach in the opening 58.
Further, when the steel large pull 81 is pushed in, the engaging portions 85 and 86 are guided by the guide portions 78 and 78 and engaged with the engaged portions 76 and 76 of the receiving portion 63, thereby engaging the engagement. In this case, both side walls 53 and 54 of the steel large pull 81 and the guide portions 78 and 78 of the receiving portion 63 are elastically restored, so that the engaged portions 76 and 76 are securely connected to the engaging portions 85 and 86. (See FIG. 21).
[0083]
If the engaging portions 85 and 86 of the steel large pull 81 are engaged with the engaged portions 76 and 76 of the steel large quote floor bundle 90 as described above, the receiving of the steel large quote floor bundle 90 is performed. By inserting the insertion portions 75 and 75 formed on the bottom wall portion 70 of the portion 63 upward from below with a hammer or the like, the insertion portions 75 and 75 are inserted into the opening 58 of the steel pulling 81, As a result, the opening 58 is blocked by the insertion portions 75 and 75. Therefore, after the steel pulling 81 is mounted on the receiving part 63, both side walls 53, 54 of the steel pulling 81 are prevented from bending inwardly, so that they are formed on the side walls 53, 54. The engagement portions 85 and 86 can be prevented from being disengaged from the engaged portions 76 and 76 of the receiving portion 63, and the steel pulling 81 is more securely attached to the receiving portion 63.
[0084]
As described above, the steel large pull 81 is attached to the receiving portion 63 of the steel large quotation floor bundle 90. It can be reliably supported by the floor bundle 90.
Further, since the engaged portions 76, 76 of the steel large quote floor bundle 00 are engaged with the engaging portions 85, 86 of the steel large pull 81, the steel can be used without using bolts or nails. The large draw 81 can be easily supported by the steel large quote floor bundle 90.
[0085]
In the above three examples, the insertion portions 25 and 75 to be inserted into the openings 8 and 58 formed on the lower surface of the steel draw 1, 51 and 81 are replaced with the steel large quote floor bundles 10, 60 and 90, respectively. Although formed integrally with the bottom wall parts 20 and 70 of the receiving parts 13 and 63 to constitute, the insertion parts 25 and 75 may be formed separately from the receiving parts 13 and 63. If the insertion portions 25 and 75 are formed separately, there is an advantage that the insertion portions 25 and 75 can be inserted at desired positions of the openings 8 and 58.
Further, in the above three examples, the floor panel 30 is supported by the steel pulling 1,51,81. However, the present invention is not limited to this, and the floor joist is supported in a normal shaft assembling method or a two-by-four method. You may do it.
【The invention's effect】
As described above, according to the steel pulling of claim 1 of the present invention, the opening is formed at one end along the longitudinal direction of the steel pulling main body on the lower surface of the steel pulling main body. Since it formed continuously from the other end part, both side walls of the steel pulling main body can be elastically bent inward within the width of the opening.
Therefore, when attaching the steel pulling to the receiving portion of the steel large quote floor bundle, the both sides of the steel pulling main body are attached while being elastically bent, By elastically returning, the steel pulling can be attached to the receiving part without generating a gap between the receiving part and the steel.
[0086]
Moreover, since the opening is formed continuously from one end to the other end along the longitudinal direction of the steel pulling main body on the lower surface of the steel pulling main body, there is no opening. Compared to this, the material cost of steel forelift can be reduced.
Further, unlike the conventional steel drawing, the caulking process is not required, and accordingly, the steel drawing can be easily manufactured and the cost can be reduced.
[0087]
According to the steel pulling of the second aspect, the same effect as that of the first aspect can be obtained, and the steel pulling main body is placed on both side walls of the steel pulling main body from below. Since the engaging portions engaged with the steel large quotation floor bundle to be supported are formed, by engaging the steel large quotation floor bundle with the engaging portion, without using bolts, nails, etc., The steel pulling can be easily and reliably supported by the steel large-quoted floor bundle.
In addition, since both side walls of the steel pulling main body can be elastically bent inward within the width of the opening, the both side walls are elastically bent inward, so that the engagement The steel large quotation floor bundle is easily engaged with the part, and both side walls return elastically when engaged so that the steel large quotation floor bundle can be reliably engaged with the engagement part. it can.
[0088]
According to the steel pulling of the third aspect, it is possible to obtain the same effect as that of the second aspect, and of the engaging portions respectively formed on both side walls of the steel pulling main body. Since one of the engaging portions is set to have a lower height from the lower surface of the steel pulling body than the other engaging portion, the lower surface of the steel pulling body is inclined obliquely, Is engaged with the steel large-quoted floor bundle, and then the steel pulling is rotated in the vertical plane so that the other engaging portion of the steel pulling is engaged with the steel large-quoted floor bundle. Therefore, the steel large-quoted floor bundle can be easily and reliably engaged with both the engaging portions of the steel pulling.
[0089]
According to the support structure of the steel large pull according to claim 4, the lower surface of the steel large pull is brought into contact with the bottom wall portion of the receiving portion of the steel large quotation floor bundle, and the steel is applied to each side wall portion of the receiving portion. Since each side surface of the steel making pull is in contact, it can be securely attached to the receiving portion of the steel large quote floor bundle without moving the steel drawing to the left and right.
Moreover, since the insertion part of the said receiving part is inserted in the opening part of the said steel large drawing, this opening part will be block | closed by the insertion part. Therefore, after the steel pulling is mounted on the receiving part, both side walls of the steel pulling are prevented from bending inward, so that the steel pulling can be more reliably mounted on the receiving part. .
[0090]
According to the support structure of the steel large pull according to claim 5, the lower surface of the steel large pull is brought into contact with the bottom wall portion of the receiving portion of the steel large quote floor bundle, and the respective side wall portions of the receiving portion are in contact with each other. Since the respective sides of the steel pull are abutted and the engaged portion of the receiving portion is engaged with the engagement portion of the steel pull, the steel pull is moved vertically and horizontally. Without moving, it can be reliably supported by a large steel floor bundle.
Also, because the engaged parts of the receiving part of the steel large quote floor bundle are engaged with the engaging parts formed on both side walls of the steel large pull, without using bolts or nails, etc. The steel pulling can be easily supported by a steel large quote floor bundle.
[0091]
According to the support structure for steel pulling of claim 6, the same effect as in claim 5 can be obtained, and the insertion part of the receiving part is inserted into the opening of the steel pulling The opening is closed by the insertion portion. Therefore, after the steel pulling is mounted on the receiving part, both side walls of the steel pulling are prevented from bending inward from each other, so that the engaging parts formed on the both side walls are covered by the receiving part. Detachment from the engaging portion can be prevented, and the steel pulling can be more reliably attached to the receiving portion.
[0092]
According to the support structure of the steel pulling structure of claim 7, since the same effect as that of claim 6 can be obtained, the insertion portion is formed on the bottom wall portion of the receiving portion. Compared to the case where the portion is separated from the receiving portion, the insertion portion can be easily inserted into the opening portion of the steel large drawing, and the insertion portion is connected to the opening portion of the steel large drawing. Forgetting to insert can be prevented.
[0093]
According to the support structure of the steel steel pulling structure of claim 8, the same effects as those of claims 5 to 7 can be obtained, and the receiving part of the steel large quote floor bundle is connected to the receiving part. Since the guide portion for guiding and engaging the engaging portion of the steel pulling member is provided in the engaged portion, when the steel pulling member is inserted into the receiving portion, the engaging portion becomes the guide member. The guided portion is engaged with the engaged portion of the receiving portion, so that the engaged portion can be easily and reliably engaged with the engaging portion.
[0094]
According to the method for supporting steel pulling according to claim 9, when the steel pulling is mounted on the receiving portion of the steel large quote floor bundle, the steel pulling is disposed on both side walls in the opening. And press against the side wall portion of the receiving portion so that the side surface of the steel pulling is pressed by an elastic restoring force. Since the lower surface of the steel pulling is in contact with the bottom wall of the receiving part, the steel pulling can be mounted on the receiving part without creating a gap between the receiving part and the receiving part.
[0095]
Moreover, since the insertion part of the said receiving part is inserted in the opening part of the said steel large drawing, this opening part will be obstruct | occluded by the insertion part. Therefore, after the steel pulling is mounted on the receiving part, both side walls of the steel pulling are prevented from bending inward, so that the steel pulling can be more reliably mounted on the receiving part. .
[0096]
According to the method for supporting steel pulling according to claim 10, the steel large quote floor bundle is provided on the floor bundle main body standing upright substantially vertically and at the upper end of the floor bundle main body, and One of the steel overhangs by inserting the steel overdraw into the receiving portion with its lower surface inclined with respect to the bottom wall of the receiving portion. Can be easily engaged with one engaged portion of the receiving portion, and then the steel pulling is performed on the vertical surface with the one engaged portion of the receiving portion as a fulcrum. Since the other engaging portion of the steel pulling member can be easily engaged with the other engaged portion of the receiving portion by rotating it so as to push in, the steel pulling member can be used as the receiving portion. It is not necessary to press against each other with a strong force, and the engaged portion of the receiving portion can be easily and reliably engaged with both engaging portions of the steel large pull. .
In addition, both side and bottom surfaces of the steel puller can be easily and reliably brought into contact with the both side wall and bottom wall of the receiving part, so that the steel pulling can be easily and securely attached to the receiving part. can do.
[0097]
According to the method for supporting steel pulling according to claim 11, in addition to obtaining the same effect as in claim 10, the insertion part of the receiving part is inserted into the opening of the steel pulling, The opening is blocked by the insertion portion. Therefore, after the steel pulling is mounted on the receiving part, both side walls of the steel pulling are prevented from bending inward from each other, so that the engaging parts formed on the both side walls are covered by the receiving part. Detachment from the engaging portion can be prevented, and the steel pulling can be more reliably attached to the receiving portion.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view of a steel drawing according to a first example of the steel drawing according to the present invention.
FIG. 2 is a perspective view showing a first example of the support structure for steel pulling according to the present invention, in which the steel pulling is supported by a steel large-quoted floor bundle.
FIG. 3 is a perspective view of a main part showing a state in which the steel pull is supported by a steel large quote floor bundle.
FIG. 4 is a front view showing the steel large quotation floor bundle.
FIG. 5 is a perspective view of the receiving portion of the steel large-quoted floor bundle.
FIG. 6 is a front view of the receiving portion of the steel large quotation floor bundle.
FIG. 7 is a side view of the receiving portion of the steel large quote floor bundle.
FIG. 8 is a plan view of the receiving portion of the steel large-quoted floor bundle.
FIG. 9 is a front view showing a state in which the steel fork is attached to the receiving portion for explaining the method of supporting the steel fork according to the present invention.
FIG. 10 is a front view showing a state in which the insertion portion of the receiving portion is inserted into the opening of the steel pulling.
FIG. 11 is a side view showing a state in which the insertion portion of the receiving portion is inserted into the opening of the steel pulling.
FIG. 12 is a cross-sectional view of a steel drawing according to a second example of the steel drawing according to the present invention.
FIG. 13 is a perspective view showing a second example of the support structure for steel pulling according to the present invention and showing a state in which the steel pulling is supported by a steel large quote floor bundle.
FIG. 14 is a front view showing the steel large-quoted floor bundle.
FIG. 15 is a perspective view of the receiving portion of the steel large-quoted floor bundle.
FIG. 16 is a front view showing a state in which the steel fork is mounted on the receiving part.
FIG. 17 is a cross-sectional view of a steel drawing according to a third example of the steel drawing according to the present invention.
18 is a front view showing a steel large-quoted floor bundle that supports the steel pulling shown in FIG. 17. FIG.
19 is a perspective view showing a steel large-quoted floor bundle that supports the steel pulling shown in FIG.
FIG. 20 is a front view for illustrating another example of the method for supporting the steel fore according to the present invention, and showing a state before the steel fore is inserted into the receiving portion.
FIG. 21 is a side view showing a state in which the insertion portion of the receiving portion is inserted into the steel pulling opening.
[Explanation of symbols]
1,51,81 Forging for steel
2,52 steel pulling body
2a, 52a Top surface
2b, 52b Bottom surface
3, 4, 53, 54 side wall
5, 6, 55, 56 Engagement part
8,58 opening
10,60,90 Steel large quotation floor bundle
12 Floor bundle body
13,63 receiving part
20,70 Bottom wall
21, 22, 71, 72 Side wall
23, 24, 73, 74, 76 engaged parts
25,75 insertion part
78 Guide

Claims (11)

床の根太を支持するための鋼製大引であって、
中空の鋼製大引本体と、
この鋼製大引本体の下面に、該鋼製大引本体の長手方向に沿って、一方の端部から他方の端部まで連続して形成された開口部と
該開口部の両側に、それぞれ前記鋼製大引本体の下面に対して垂直に起立して、前記鋼製大引本体の長手方向に沿って連続して形成された起立壁とを備えていることを特徴とする鋼製大引。
It is a steel draw for supporting the floor joists,
A hollow steel pulling body,
This lower surface of the steel Obiki body, along a longitudinal direction of the steel-made Obiki body, and an opening formed continuously from one end to the other,
On both sides of the opening, there are provided standing walls that stand vertically to the lower surface of the steel pulling main body and are continuously formed along the longitudinal direction of the steel pulling main body . This is a steel fork.
請求項1記載の鋼製大引において、
前記鋼製大引本体の両側壁には、該鋼製大引本体を下方から支持する鋼製大引用床束が係合する係合部がそれぞれ形成されていることを特徴とする鋼製大引。
In the steel forking according to claim 1,
Engaging portions are formed on both side walls of the steel pulling main body to engage with a steel large quote floor bundle that supports the steel pulling main body from below. Pull.
請求項2記載の鋼製大引において、
前記鋼製大引本体の両側壁にそれぞれ形成された係合部のうちの一方の係合部は、他方の係合部より前記鋼製大引本体の下面からの高さが低く設定されていることを特徴とする鋼製大引。
In the steel forking according to claim 2,
One of the engaging portions formed on both side walls of the steel pulling body has a lower height from the lower surface of the steel pulling body than the other engaging portion. A steel draw that is characterized by
請求項1記載の鋼製大引を、鋼製大引用床束によって支持する鋼製大引の支持構造であって、
前記鋼製大引用床束は、ほぼ垂直に立設される床束本体と、この床束本体の上端部に設けられて前記鋼製大引を受ける受部とから構成され、
前記受部は、前記鋼製大引の下面が当接されて、該下面を下方から支持する底壁部と、この底壁部の両縁部にそれぞれ形成されて、前記鋼製大引の両側面にそれぞれ当接する側壁部と、前記底壁部より下方に曲げて側面視において略L字状に形成され前記鋼製大引の下面の開口部に挿入可能な挿入部とを備え、
前記受部の底壁部には前記鋼製大引の下面が当接され、前記受部のそれぞれの側壁部には前記鋼製大引のそれぞれの側面が、前記受部の側壁部を押圧するようにして当接され、前記受部の挿入部は、前記底壁部より上方に曲げられて前記鋼製大引の開口部に挿入されていることを特徴とする鋼製大引の支持構造。
A steel pulling support structure for supporting the steel pulling according to claim 1 by a steel large quote floor bundle,
The steel large-quoted floor bundle is composed of a floor bundle body that is erected substantially vertically and a receiving portion that is provided at an upper end portion of the floor bundle body and receives the steel pulling.
The receiving portion is formed on the bottom wall portion that is in contact with the lower surface of the steel pulling plate and supports the lower surface from below, and on both edges of the bottom wall portion. Side wall portions that respectively contact the both side surfaces, and an insertion portion that is bent downward from the bottom wall portion and formed in a substantially L shape in a side view and that can be inserted into the opening on the lower surface of the steel pulling,
The bottom surface of the receiving part is in contact with the bottom surface of the steel pulling, and the side surfaces of the steel pulling are pressed against the side walls of the receiving part. The support of the steel pull is characterized in that the insertion portion of the receiving portion is bent upward from the bottom wall portion and inserted into the opening of the steel pull. Construction.
請求項2または3に記載の鋼製大引を、鋼製大引用床束によって支持する鋼製大引の支持構造であって、
前記鋼製大引用床束は、ほぼ垂直に立設される床束本体と、この床束本体の上端部に設けられて前記鋼製大引を受ける受部とから構成され、
前記受部は、前記鋼製大引の下面が当接されて、該下面を下方から支持する底壁部と、この底壁部の両縁部にそれぞれ形成されて、前記鋼製大引の両側面にそれぞれ当接する側壁部と、該両側壁部にそれぞれ形成されて前記鋼製大引本体の両側壁にそれぞれ形成された係合部に係合可能な被係合部とを備え、
前記受部の底壁部には前記鋼製大引の下面が当接され、前記受部のそれぞれの側壁部には前記鋼製大引のそれぞれの側面が当接され、前記受部の被係合部は前記鋼製大引の係合部に係合されていることを特徴とする鋼製大引の支持構造。
A steel pulling support structure for supporting the steel pulling according to claim 2 or 3 by a steel large quote floor bundle,
The steel large-quoted floor bundle is composed of a floor bundle body that is erected substantially vertically and a receiving portion that is provided at an upper end portion of the floor bundle body and receives the steel pulling.
The receiving portion is formed on the bottom wall portion that is in contact with the lower surface of the steel pulling plate and supports the lower surface from below, and on both edges of the bottom wall portion. Side wall portions that respectively contact both side surfaces, and engaged portions that are respectively formed on the both side wall portions and engageable with the engaging portions formed on both side walls of the steel pulling main body,
The bottom wall portion of the receiving portion is in contact with the lower surface of the steel pulling member, and the side walls of the receiving portion are in contact with the respective side surfaces of the steel pulling member, and the receiving portion is covered. An engaging portion is engaged with the engaging portion of the steel pulling steel structure.
請求項2または3記載の鋼製大引を、鋼製大引用床束によって支持する鋼製大引の支持構造であって、
前記鋼製大引用床束は、ほぼ垂直に立設される床束本体と、この床束本体の上端部に設けられて前記鋼製大引を受ける受部とから構成され、
前記受部は、前記鋼製大引の下面が当接されて、該下面を下方から支持する底壁部と、この底壁部の両縁部にそれぞれ形成されて、前記鋼製大引の両側面にそれぞれ当接する側壁部と、該両側壁部にそれぞれ形成されて前記鋼製大引本体の両側壁にそれぞれ形成された係合部に係合可能な被係合部と、前記底壁部より下方に曲げて側面視において略L字状に形成され前記鋼製大引の下面の開口部に挿入可能な挿入部とを備え、
前記受部の底壁部には前記鋼製大引の下面が当接され、前記受部のそれぞれの側壁部には前記鋼製大引のそれぞれの側面が当接され、前記受部の被係合部は前記鋼製大引の係合部に係合され、前記受部の挿入部は、前記底壁部より上方に曲げられて前記鋼製大引の開口部に挿入されていることを特徴とする鋼製大引の支持構造。
It is a support structure of steel pulling that supports the steel pulling according to claim 2 or 3 by a steel large quote floor bundle,
The steel large-quoted floor bundle is composed of a floor bundle body that is erected substantially vertically and a receiving portion that is provided at an upper end portion of the floor bundle body and receives the steel pulling.
The receiving portion is formed on the bottom wall portion that is in contact with the lower surface of the steel pulling plate and supports the lower surface from below, and on both edges of the bottom wall portion. Side wall portions that respectively contact both side surfaces, engaged portions that are respectively formed on the both side wall portions and can be engaged with engaging portions formed on both side walls of the steel pulling main body, and the bottom wall An insertion part that is bent downward from the part and is formed in a substantially L shape in a side view and can be inserted into the opening on the lower surface of the steel pulling,
The bottom wall portion of the receiving portion is in contact with the lower surface of the steel pulling member, and the side walls of the receiving portion are in contact with the respective side surfaces of the steel pulling member, and the receiving portion is covered. The engaging portion is engaged with the engaging portion of the steel large drawing , and the insertion portion of the receiving portion is bent upward from the bottom wall portion and inserted into the opening portion of the steel large drawing. Support structure for steel large pulling.
請求項6記載の鋼製大引の支持構造において、
前記受部の底壁部に前記挿入部が形成されていることを特徴とする鋼製大引の支持構造。
The support structure for steel pulling according to claim 6,
A support structure for steel pulling, wherein the insertion portion is formed in a bottom wall portion of the receiving portion.
請求項5〜7のいずれかに記載の鋼製大引の支持構造において、
前記受部には、該受部の被係合部に、前記鋼製大引の係合部を案内して係合させるための案内部が設けられていることを特徴とする鋼製大引の支持構造。
In the support structure of the steel outfit according to any one of claims 5 to 7,
The receiving portion is provided with a guide portion for guiding and engaging the engaging portion of the steel pulling portion with the engaged portion of the receiving portion. Support structure.
請求項1記載の鋼製大引を、鋼製大引用床束によって支持する支持方法であって、
前記鋼製大引用床束は、ほぼ垂直に立設される床束本体と、この床束本体の上端部に設けられて前記鋼製大引を受ける受部とから構成され、
前記受部は、前記鋼製大引の下面が当接されて、該下面を下方から支持する底壁部と、この底壁部の両縁部にそれぞれ形成されて、前記鋼製大引の両側面にそれぞれ当接する側壁部と、前記底壁部より下方に曲げて側面視において略L字状に形成され前記鋼製大引の下面の開口部に挿入可能な挿入部とを備え、
前記鋼製大引を、前記鋼製大引用床束の受部に装着するに際し、
まず、前記鋼製大引を、その両側壁が前記開口部内において弾性的に接近するようにして前記受部にその上方から押込むことで、該受部の側壁部に前記鋼製大引の側面を押圧するようにして当接するとともに、前記鋼製大引の下面を前記受部の底壁部に当接し、
次いで、前記受部の挿入部を前記底壁部より上方に曲げて前記鋼製大引の開口部に挿入することを特徴とする鋼製大引の支持方法。
A support method of supporting the steel fork according to claim 1 by a steel large quote floor bundle,
The steel large-quoted floor bundle is composed of a floor bundle body that is erected substantially vertically and a receiving portion that is provided at an upper end portion of the floor bundle body and receives the steel pulling.
The receiving portion is formed on the bottom wall portion that is in contact with the lower surface of the steel pulling plate and supports the lower surface from below, and on both edges of the bottom wall portion. Side wall portions that respectively contact the both side surfaces, and an insertion portion that is bent downward from the bottom wall portion and formed in a substantially L shape in a side view and that can be inserted into the opening on the lower surface of the steel pulling,
When mounting the steel fork to the receiving part of the steel large quote floor bundle,
First, the steel pulling is pushed into the receiving part from above so that both side walls thereof are elastically approached in the opening, so that the steel pulling is inserted into the side wall of the receiving part. While abutting so as to press the side surface, the bottom surface of the steel pulling abuts against the bottom wall portion of the receiving portion,
Next, the method of supporting the steel large draw, wherein the insertion portion of the receiving portion is bent upward from the bottom wall portion and inserted into the opening of the steel large draw.
請求項2または3記載の鋼製大引を、鋼製大引用床束によって支持する鋼製大引の支持方法であって、
前記鋼製大引用床束は、ほぼ垂直に立設される床束本体と、この床束本体の上端部に設けられて前記鋼製大引を受ける受部とから構成され、
前記受部は、前記鋼製大引の下面が当接されて、該下面を下方から支持する底壁部と、この底壁部の両縁部にそれぞれ形成されて、前記鋼製大引の両側面にそれぞれ当接する側壁部と、該両側壁部にそれぞれ形成されて前記鋼製大引本体の両側壁にそれぞれ形成された係合部に係合可能な被係合部とを備え、
前記鋼製大引を、前記鋼製大引用床束の受部に装着するに際し、
まず、前記鋼製大引を、その下面を前記受部の底壁部に対して傾けるようにして前記受部に挿入することで、前記鋼製大引の一方の係合部を前記受部の一方の被係合部に係合し、
次いで、前記鋼製大引を、前記受部の一方の被係合部を支点として、鉛直面内において押込むようにして回転させることで、前記鋼製大引の他方の係合部を前記受部の他方の被係合部に係合するとともに、前記鋼製大引の両側面および下面をそれぞれ前記受部の両側壁部および底壁部に当接することを特徴とする鋼製大引の支持方法。
A method for supporting steel pulling, wherein the steel pulling according to claim 2 or 3 is supported by a steel large quote floor bundle,
The steel large-quoted floor bundle is composed of a floor bundle body that is erected substantially vertically and a receiving portion that is provided at an upper end portion of the floor bundle body and receives the steel pulling.
The receiving portion is formed on the bottom wall portion that is in contact with the lower surface of the steel pulling plate and supports the lower surface from below, and on both edges of the bottom wall portion. Side wall portions that respectively contact both side surfaces, and engaged portions that are respectively formed on the both side wall portions and engageable with the engaging portions formed on both side walls of the steel pulling main body,
When mounting the steel fork to the receiving part of the steel large quote floor bundle,
First, the steel pulling is inserted into the receiving part so that the lower surface of the steel pulling is inclined with respect to the bottom wall part of the receiving part, so that one engaging part of the steel pulling is connected to the receiving part. Engaging one of the engaged parts of
Next, the steel pulling is rotated by pushing in the vertical plane with one engaged part of the receiving part as a fulcrum, so that the other engaging part of the steel pulling of the receiving part is A method for supporting steel pulling, wherein the steel pulling is engaged with the other engaged portion, and both side surfaces and the lower surface of the steel pulling portion are brought into contact with both side wall portions and bottom wall portions of the receiving portion, respectively. .
請求項2または3記載の鋼製大引を、鋼製大引用床束によって支持する鋼製大引の支持方法であって、
前記鋼製大引用床束は、ほぼ垂直に立設される床束本体と、この床束本体の上端部に設けられて前記鋼製大引を受ける受部とから構成され、
前記受部は、前記鋼製大引の下面が当接されて、該下面を下方から支持する底壁部と、この底面部の両縁部にそれぞれ形成されて、前記鋼製大引の両側面にそれぞれ当接する側壁部と、該両側壁部にそれぞれ形成されて前記鋼製大引本体の両側壁にそれぞれ形成された係合部に係合可能な被係合部と、前記底壁部より下方に曲げて側面視において略L字状に形成され前記鋼製大引の下面の開口部に挿入可能な挿入部とを備え、
前記鋼製大引を、前記鋼製大引用床束の受部に装着するに際し、
まず、前記鋼製大引を、その下面を前記受部の底壁部に対して傾けるようにして前記受部に挿入することで、前記鋼製大引の一方の係合部を前記受部の一方の被係合部に係合し、
次いで、前記鋼製大引を、前記受部の一方の被係合部を支点として、鉛直面内において押込むようにして回転させることで、前記鋼製大引の他方の係合部を前記受部の他方の被係合部に係合するとともに、前記鋼製大引の両側面および下面をそれぞれ前記受部の両側壁部および底壁部に当接し
次いで、前記受部の挿入部を前記底壁部より上方に曲げて前記鋼製大引の開口部に挿入することを特徴とする鋼製大引の支持方法。
A method for supporting steel pulling, wherein the steel pulling according to claim 2 or 3 is supported by a steel large quote floor bundle,
The steel large-quoted floor bundle is composed of a floor bundle body that is erected substantially vertically and a receiving portion that is provided at an upper end portion of the floor bundle body and receives the steel pulling.
The receiving portion is formed on both ends of the bottom wall portion and the bottom portion of the bottom surface portion, which are in contact with the lower surface of the steel large drawing, and supports the lower surface from below. Side wall portions that respectively contact the surface, engaged portions that are respectively formed on both side wall portions and engageable with engaging portions formed on both side walls of the steel pulling body, and the bottom wall portion An insertion portion that is bent downward and is formed in a substantially L shape in a side view and can be inserted into an opening in the lower surface of the steel pulling,
When mounting the steel fork to the receiving part of the steel large quote floor bundle,
First, the steel pulling is inserted into the receiving part so that the lower surface of the steel pulling is inclined with respect to the bottom wall part of the receiving part, so that one engaging part of the steel pulling is connected to the receiving part. Engaging one of the engaged parts of
Next, the steel pulling is rotated by pushing in the vertical plane with one engaged part of the receiving part as a fulcrum, so that the other engaging part of the steel pulling of the receiving part is While engaging with the other engaged portion, both side surfaces and the lower surface of the steel pulling are brought into contact with both side wall portions and bottom wall portions of the receiving portion, respectively, and then the insertion portion of the receiving portion is connected to the bottom wall A method of supporting steel pulling, characterized by bending upward from the portion and inserting into the opening of the steel pulling.
JP03347199A 1999-02-10 1999-02-10 Steel pulling, steel pulling support structure and support method Expired - Fee Related JP3794857B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU204707U1 (en) * 2019-04-12 2021-06-07 Залимхан Маматханович Абдурахманов FLOOR COVERING

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JP4510215B2 (en) * 1999-03-23 2010-07-21 日新製鋼株式会社 Steel pulling connection structure
SE541913C2 (en) * 2016-10-28 2020-01-07 Praestaengen Sverige Ab An adjustable floor support system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU204707U1 (en) * 2019-04-12 2021-06-07 Залимхан Маматханович Абдурахманов FLOOR COVERING

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