JP2004060244A - Mounting structure of high-rigidity floor and its mounting method - Google Patents

Mounting structure of high-rigidity floor and its mounting method Download PDF

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JP2004060244A
JP2004060244A JP2002219098A JP2002219098A JP2004060244A JP 2004060244 A JP2004060244 A JP 2004060244A JP 2002219098 A JP2002219098 A JP 2002219098A JP 2002219098 A JP2002219098 A JP 2002219098A JP 2004060244 A JP2004060244 A JP 2004060244A
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Japan
Prior art keywords
floor
building
adhesive
floor member
building beam
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JP2002219098A
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Japanese (ja)
Inventor
Akira Kato
加藤 彰
Takahiro Fukushi
福士 貴広
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Sanki Engineering Co Ltd
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Sanki Engineering Co Ltd
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Priority to JP2002219098A priority Critical patent/JP2004060244A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To easily and surely remove a floor member from a building beam regarding the mounting structure of a high-rigidity floor for installing the floor member on the top face of the building beam for a building with an adhesive and its mounting method. <P>SOLUTION: The mounting structure of the high-rigidity floor has a plurality of building beams arranged at intervals in the horizontal direction, sheet members arranged on the top faces of the building beams, wall members disposed along both sides in the longitudinal direction of the top faces of the building beams and having elasticity, the floor members disposed extensively over a plurality of the building beams and placed on the top faces of the wall members and the adhesive filled into spaces formed by the sheet members, the wall members and undersides of the floor members. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、建屋の建築梁の上面に、接着剤を介して床部材を設置するための高剛性床の設置構造およびその設置方法に関する。
【0002】
【従来の技術】
従来、工場,ビル等の建屋では、水平方向に間隔を置いて配置される複数の建築梁に跨って床部材を載置し、重量の大きい装置,機械等を設置するための基礎を構築することが行われている。
そして、この場合、複数の建築梁の上面に、接着剤を介して床部材を載置することにより、床部材を建築梁の上面に確実に密着させることが可能になり、床部材の剛性を向上することができる。
【0003】
図7は、従来の高剛性床の設置構造を示すもので、この設置構造では、水平方向に間隔を置いて配置される複数の建築梁1に跨って床部材2が載置されている。
そして、建築梁1は、その成型精度上どうしても建築梁1毎の上面レベルが異なり、例えば、図の中央の建築梁1の上面の高さが、左右の建築梁1の上面の高さより、Δh1およびΔh2だけ高くなっている。
【0004】
建築梁1の上面には、床部材2を水平に維持するためのスペーサ3が配置されている。
そして、建築梁1の上面と床部材2の下面との間に、接着剤4が充填されている。
【0005】
【発明が解決しようとする課題】
しかしながら、このような従来の高剛性床の設置構造では、床部材2が、接着剤4により建築梁1に非常に強固に固定されているため、工場内のレイアウト等の変更時に、建築梁1から床部材2を除去することが容易でなく、多大な工数が必要になるという問題があった。
【0006】
本発明は、かかる従来の問題を解決するためになされたもので、床部材を建築梁の上面に密着させるが、ある水平面で剪断応力を弱くすることで、建築梁から床部材を引きはがすことを容易にし、建築梁から床部材を容易,確実に除去することができる高剛性床の設置構造およびその設置方法を提供することを目的とする。
【0007】
【課題を解決するための手段】
請求項1の高剛性床の設置構造は、水平方向に間隔を置いて配置される複数の建築梁と、前記建築梁の上面に配置されるシート部材と、前記建築梁の上面の長手方向の両側に沿って配置され弾性を有する壁部材と、前記複数の建築梁に跨って配置され前記壁部材の上面に載置される床部材と、前記シート部材、前記壁部材および前記床部材の下面により形成される空間に充填された接着剤とを有することを特徴とする。
【0008】
請求項2の高剛性床の設置構造は、請求項1記載の高剛性床の設置構造において、前記床部材を前記建築梁に固定する固定手段を有することを特徴とする。
請求項3の高剛性床の設置構造は、請求項1または請求項2記載の高剛性床の設置構造において、前記床部材に、前記接着剤を前記空間に充填するための充填穴を貫通形成するとともに、前記床部材を水平に配置するためのレベル調整手段を配置し、前記レベル調整手段を、前記床部材に形成される貫通穴に固定される雌螺子部材と、前記雌螺子部材に螺合される雄螺子部材とから構成してなることを特徴とする。
【0009】
請求項4の高剛性床の設置方法は、水平方向に間隔を置いて配置される複数の建築梁の上面にシート部材を配置する工程と、前記建築梁の上面の長手方向の両側に沿って弾性を有する壁部材を配置する工程と、前記複数の建築梁に跨って床部材を配置し前記壁部材の上面に床部材を載置する工程と、前記シート部材、前記壁部材および前記床部材の下面により形成される空間に接着剤を充填する工程とを有することを特徴とする。
【0010】
(作用)
請求項1の高剛性床の設置構造では、建築梁の上面にシート部材が配置される。
従って、建築梁と床部材の間に接着剤を充填した場合にも、強固な接着力を持つ接着剤が建築梁に直接または全面積で接着することがなくなる。
また、建築梁の上面の長手方向の両側に沿って弾性を有する壁部材が配置される。
【0011】
従って、壁部材の上面に床部材を載置すると、壁部材が弾性変形しシート部材、壁部材および床部材の下面により密閉空間が形成される。
請求項2の高剛性床の設置構造では、固定手段により、床部材が建築梁に固定される。
請求項3の高剛性床の設置構造では、床部材に、充填穴が貫通形成され、この充填穴からシート部材、壁部材および床部材の下面により形成される空間に、接着剤が充填される。
【0012】
また、床部材の上方からレベル調整手段の雄螺子部材を回動することにより、床部材と建築梁との間隙寸法が調整され、床部材が水平に配置される。
請求項4の高剛性床の設置方法では、水平方向に間隔を置いて配置される複数の建築梁の上面にシート部材が配置された後、建築梁の上面の長手方向の両側に沿って弾性を有する壁部材が配置される。
【0013】
そして、複数の建築梁に跨って床部材が配置され、壁部材の上面に床部材が載置され、この状態で、シート部材、壁部材および床部材の下面により形成される空間に接着剤が充填される。
【0014】
【発明の実施の形態】
以下、本発明を図面に示す実施形態について説明する。
【0015】
図1は、本発明の高剛性床の設置構造の一実施形態を示している。
図1において、符号11は、水平方向に間隔を置いて配置される複数の建築梁を示している。
この建築梁11は、例えば、鉄筋コンクリートからなり、工場,ビル等の建屋の基礎を構築している。
【0016】
複数の建築梁11に跨って床部材13が載置されている。
床部材13は、例えば、鉄筋コンクリートからなり、150mmから250mm程度の肉厚を有している。
この床部材13上には、図示しない重量の大きい装置,機械等が設置される。床部材13の上面には、後述する吊り用のアイボルトを螺合するための吊り持ち部15が配置されている。
【0017】
建築梁11の上面には、シート部材17が配置されている。
このシート部材17は、ビニールテープ,ガムテープ等の粘着テープからなり、建築梁11の上面に貼着されている。
この粘着テープは、片側のみ粘着性を持ち、その接着力は接着剤の接着力より弱いが、通常の使用状態での床部材13にかかる剪断応力に対しては、十分に上回る接着力を持つものである。
【0018】
建築梁11の上面には、長手方向の両側に沿って一対の壁部材19が配置されている。
この壁部材19は、ネオプレンゴム等のゴムからなり弾性を有している。
そして、シート部材17、壁部材19および床部材13の下面により形成される接着剤充填空間21に、接着剤23が充填されている。
【0019】
この接着剤23には、例えば、エポキシ系の接着剤が使用されている。
接着剤23には、硬化の際に体積変化が少なく、また、硬化後において弾性が無いものが望ましい。
【0020】
この実施形態では、床部材13には、接着剤充填空間21に接着剤23を充填するための充填穴13aが形成されている。
この充填穴13aは、床部材13の肉厚方向に貫通形成され、建築梁11の長手方向に間隔を置いて複数形成されている。
また、この実施形態では、床部材13には、床部材13を水平に配置するためのレベル調整手段25が配置されている。
【0021】
レベル調整手段25は、床部材13に形成される貫通穴13bに固定される雌螺子部材27と、雌螺子部材27に螺合される雄螺子部材29とを有している。雄螺子部材29は、六角穴付きボルトからなり、六角穴が形成されるボルトの頭部29aが床部材13の上側に位置されている。
そして、この実施形態では、固定手段26により、床部材13が建築梁11に固定されている。
【0022】
この固定手段26は、建築梁11の両側に配置される垂直部材29と、建築梁11の下面に配置される水平部材31とを有している。
垂直部材29の上下には、雄螺子部29a,29bが形成されている。
上側の雄螺子部29aは、床部材13の下面に配置される雌螺子部材33に螺合され、ナット35により固定されている。
【0023】
また、下側の雄螺子部29bは、水平部材31の両側に形成される図示しない貫通穴に挿入され、ナット37により固定されている。
上述した高剛性床の設置構造は、以下述べるようにして構築される。
先ず、図2に示すように、建築梁11の上面11aにシート部材17が配置される。
【0024】
このシート部材17の配置は、粘着テープ39を建築梁11の上面11aに、隙間が生じないように貼着することにより行われる。
なお、作業性を向上するためには、できるだけ幅の広い粘着テープ39を使用して、建築梁11の長手方向に沿って粘着テープ39を貼着するのが望ましい。
【0025】
次に、図3に示すように、建築梁11の上面の長手方向の両側に沿って、シート部材17上に、ゴムからなる一対の壁部材19が配置される。
この壁部材19の高さは、図1に示した状態において、各壁部材19が、床部材13により押圧されるような高さとされる。
次に、図4に示すように、複数の建築梁11に跨って床部材13が配置され、壁部材19の上面に床部材13が載置される。
【0026】
床部材13の配置は、床部材13の上面に配置される吊り持ち部15にアイボルト41を螺合し、アイボルト41をワイヤーロープ43により吊り持ちし、床部材13を移動することにより行われる。
そして、床部材13をできるだけ水平に吊り持ちした状態で、図5に示すように、床部材13の下面が、全ての壁部材19の上面を押圧する位置まで、床部材13が下降される。
【0027】
次に、この状態で、床部材13の上方からレベル調整手段25の雄螺子部材29を回動することにより、全ての雄螺子部材29の先端が建築梁11の上面のシート部材17に当接される。
次に、床部材13の吊り持ちが解除され、この解除状態で、床部材13の最終的なレベル調整が行われる。
【0028】
このレベル調整は、床部材13の水平度を測定しながら、例えば、床部材13に配置される3ヶ所のレベル調整手段25の雄螺子部材29を回動して、雄螺子部材29の先端を建築梁11側に微少量突出させることにより行われる。
このように、最終的に3ヶ所でレベル調整することにより、レベル調整を容易,確実に行うことができる。
【0029】
次に、シート部材17、壁部材19および床部材13の下面により形成される接着剤充填空間21に接着剤23が充填される。
この接着剤23の充填は、床部材13に形成される充填穴13aに、ホース,パイプ等の先端を挿入し、ホース,パイプ等の他端から接着剤23を流し込むことにより行われる。
【0030】
そして、接着剤23の充填は、充填穴13aに棒部材等を挿入することにより、接着剤充填空間21内への接着剤23の充填量を測定しながら行われる。
次に、接着剤23が完全に硬化した後に、固定手段26により床部材13が建築梁11に固定される。
この実施形態では、先ず、図6に示すように、垂直部材29の上側に形成される雄螺子部29aが、床部材13の下面に配置される雌螺子部材33に螺合され、ナット35により垂直部材29が建築梁11の両側に固定される。
【0031】
次に、垂直部材29の下側の雄螺子部29bに、水平部材31の両側に形成される貫通穴31aが被嵌され、水平部材31の下側から雄螺子部29bにナット37が螺合される。
そして、ナット37の回動により、水平部材31が建築梁11の下面に押圧され、床部材13が建築梁11に強固に固定される。
【0032】
上述した高剛性床の設置構造では、建築梁11の上面にシート部材17を配置したので、建築梁11と床部材13の間に接着剤23を充填した場合にも、接着剤23が建築梁11に直接接着することがなくなり、建築梁11から床部材13を容易,確実に除去することができる。
また、建築梁11の上面の長手方向の両側に沿って弾性を有する壁部材19を配置したので、壁部材19の上面に床部材13を載置すると、壁部材19が弾性変形しシート部材17、壁部材19および床部材13の下面により密閉状の接着剤充填空間21が形成されるため、この接着剤充填空間21に接着剤23を確実に充填することができる。
【0033】
さらに、上述した高剛性床の設置構造では、固定手段26により床部材13を建築梁11に固定したので、地震等の振動により建築梁11から床部材13が移動することを確実に防止することができる。
また、上述した高剛性床の設置構造では、床部材13に、シート部材17、壁部材19および床部材13の下面により形成される接着剤充填空間21に接着剤23を充填するための充填穴13aを貫通形成したので、接着剤充填空間21に接着剤23を容易,確実に充填することができる。
【0034】
また、接着剤23の充填時に、充填穴13aから、接着剤充填空間21内の空気が排出されるため、接着剤23の充填を容易,確実に行うことができる。
そして、充填穴13aに棒部材等を挿入することにより、接着剤充填空間21内への接着剤23の充填量を容易,確実に測定することができる。
また、上述した高剛性床の設置構造では、床部材13の上方から雄螺子部材29を回動することにより、床部材13と建築梁11との間隙寸法が調整されるため、床部材13のレベル調整を容易,確実に行うことができる。
【0035】
そして、上述した高剛性床の設置方法では、図1に示した高剛性床の設置構造を容易,確実に構築することができる。
なお、上述した実施形態では、シート部材17に、ビニールテープ,ガムテープ等の粘着テープ39を使用した例について説明したが、本発明はかかる実施形態に限定されるものではなく、接着剤23の建築梁11側への直接の付着または全面での付着を防止することができれば良く、例えば、テフロン(登録商標)シート等のシートを使用することができる。
【0036】
そして、建築梁11側に粘着性を持たないシートを使用する場合には、シートを建築梁11の上面11aに僅かに隙間をあけて載置させて、接着剤23の接着強度をシート部分で弱くして、剪断応力をこの部位で弱くする構成がとられる。また、上述した実施形態では、壁部材19に、ゴムからなる弾性体を使用した例について説明したが、本発明はかかる実施形態に限定されるものではなく、弾性変形可能であれば良く、例えば、蛇腹状の構造物等を使用することができる。
【0037】
さらに、上述した実施形態では、床部材13に、床部材13を水平に配置するためのレベル調整手段25を配置した例について説明したが、本発明はかかる実施形態に限定されるものではなく、例えば、建築梁11側にレベル調整手段を配置しても良い。
そして、複数の建築梁11および床部材13の精度が必要精度を満たしている場合には、必ずしもレベル調整手段を配置する必要はない。
【0038】
また、上述した実施形態では、鉄筋コンクリートからなる床部材13に本発明を適用した例について説明したが、本発明はかかる実施形態に限定されるものではなく、例えば、鉄板等からなる床部材にも適用することができる。
【0039】
【発明の効果】
以上述べたように、請求項1の高剛性床の設置構造では、建築梁の上面にシート部材を配置したので、建築梁と床部材の間に接着剤を充填した場合にも、接着剤が建築梁に直接接着することがなくなり、建築梁から床部材を容易,確実に除去することができる。
【0040】
また、建築梁の上面の長手方向の両側に沿って弾性を有する壁部材を配置したので、壁部材の上面に床部材を載置すると、壁部材が弾性変形しシート部材、壁部材および床部材の下面により密閉空間が形成されるため、この空間に接着剤を確実に充填することができる。
請求項2の高剛性床の設置構造では、固定手段により床部材を建築梁に固定したので、地震等の振動により建築梁から床部材が移動することを確実に防止することができる。
【0041】
請求項3の高剛性床の設置構造では、床部材に、シート部材、壁部材および床部材の下面により形成される空間に接着剤を充填するための充填穴を貫通形成したので、空間に接着剤を容易,確実に充填することができる。
また、接着剤の充填時に、充填穴から、空間内の空気が排出されるため、接着剤の充填を容易,確実に行うことができる。
【0042】
そして、充填穴に棒部材等を挿入することにより、空間内への接着剤の充填量を容易,確実に測定することができる。
また、床部材の上方から雄螺子部材を回動することにより、床部材と建築梁との間隙寸法が調整されるため、床部材のレベル調整を容易,確実に行うことができる。
請求項4の高剛性床の設置方法では、請求項1の高剛性床の設置構造を容易,確実に構築することができる。
【図面の簡単な説明】
【図1】本発明の高剛性床の設置構造の一実施形態を示す断面図である。
【図2】図1の建築梁の上面へのシート部材の配置方法を示す説明図である。
【図3】図1の建築梁の上面への壁部材の配置方法を示す説明図である。
【図4】図1の建築梁への床部材の配置方法を示す説明図である。
【図5】図1の建築梁への床部材の配置方法を示す説明図である。
【図6】図1の建築梁への固定手段の配置方法を示す説明図である。
【図7】従来の高剛性床の設置構造を示す断面図である。
【符号の説明】
11 建築梁
13 床部材
13a 充填穴
13b 貫通穴
17 シート部材
19 壁部材
21 接着剤充填空間
23 接着剤
25 レベル調整手段
26 固定手段
27 雌螺子部材
29 雄螺子部材
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to an installation structure of a high-rigidity floor for installing a floor member on an upper surface of a building beam of a building via an adhesive, and an installation method thereof.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, in a building such as a factory or a building, a floor member is placed over a plurality of building beams arranged at intervals in a horizontal direction, and a foundation for installing heavy equipment and machinery is constructed. That is being done.
And, in this case, by mounting the floor member on the upper surfaces of the plurality of building beams via an adhesive, it is possible to securely adhere the floor member to the upper surfaces of the building beams, and to reduce the rigidity of the floor members. Can be improved.
[0003]
FIG. 7 shows a conventional installation structure of a high-rigid floor, in which a floor member 2 is placed across a plurality of building beams 1 arranged at intervals in the horizontal direction.
The building beams 1 are necessarily different in the upper surface level of each of the building beams 1 due to the molding accuracy. For example, the height of the upper surface of the building beam 1 in the center of the figure is Δh1 higher than the height of the upper surfaces of the left and right building beams 1. And Δh2.
[0004]
On the upper surface of the building beam 1, a spacer 3 for keeping the floor member 2 horizontal is arranged.
An adhesive 4 is filled between the upper surface of the building beam 1 and the lower surface of the floor member 2.
[0005]
[Problems to be solved by the invention]
However, in such a conventional installation structure of a high-rigid floor, the floor member 2 is very firmly fixed to the building beam 1 with the adhesive 4. However, there is a problem that it is not easy to remove the floor member 2 from the apparatus, and a large number of steps are required.
[0006]
The present invention has been made to solve such a conventional problem, in which a floor member is brought into close contact with an upper surface of a building beam, but the floor member is peeled from the building beam by weakening a shear stress in a certain horizontal plane. It is an object of the present invention to provide a high-rigid floor installation structure and a method for installing the same, which can easily and reliably remove floor members from building beams.
[0007]
[Means for Solving the Problems]
The installation structure of a high-rigid floor according to claim 1, wherein a plurality of building beams arranged at intervals in a horizontal direction, a sheet member arranged on an upper surface of the building beam, and a longitudinal direction of an upper surface of the building beam. An elastic wall member disposed along both sides, a floor member disposed over the plurality of building beams and placed on an upper surface of the wall member, and a lower surface of the sheet member, the wall member, and the floor member And an adhesive filled in the space formed by
[0008]
A high rigid floor installation structure according to a second aspect of the present invention is the high rigid floor installation structure according to the first aspect, further comprising fixing means for fixing the floor member to the building beam.
According to a third aspect of the present invention, in the installation structure for a high-rigid floor according to the first or second aspect, a filling hole for filling the space with the adhesive is formed in the floor member. And a level adjusting means for horizontally arranging the floor member, wherein the level adjusting means is screwed into a female screw member fixed to a through hole formed in the floor member, and a female screw member. And a male screw member to be combined.
[0009]
The method of installing a high-rigidity floor according to claim 4 is a step of arranging a sheet member on an upper surface of a plurality of building beams arranged at intervals in the horizontal direction, and along both sides in a longitudinal direction of the upper surface of the building beam. A step of arranging an elastic wall member, a step of arranging a floor member over the plurality of building beams, and placing the floor member on an upper surface of the wall member, the sheet member, the wall member, and the floor member Filling the space defined by the lower surface with an adhesive.
[0010]
(Action)
In the high-rigid floor installation structure of the first aspect, the sheet member is disposed on the upper surface of the building beam.
Therefore, even when the adhesive is filled between the building beam and the floor member, the adhesive having a strong adhesive force does not adhere to the building beam directly or over the entire area.
Also, elastic wall members are arranged along both sides in the longitudinal direction of the upper surface of the building beam.
[0011]
Therefore, when the floor member is placed on the upper surface of the wall member, the wall member is elastically deformed, and a closed space is formed by the sheet member, the wall member, and the lower surface of the floor member.
In the high rigid floor installation structure of the second aspect, the floor member is fixed to the building beam by the fixing means.
In the installation structure for a highly rigid floor according to the third aspect, a filling hole is formed through the floor member, and an adhesive is filled from the filling hole into a space formed by the sheet member, the wall member, and the lower surface of the floor member. .
[0012]
Further, by rotating the male screw member of the level adjusting means from above the floor member, the gap dimension between the floor member and the building beam is adjusted, and the floor member is arranged horizontally.
In the method for installing a high-rigidity floor according to the fourth aspect, after the sheet member is disposed on the upper surface of the plurality of building beams arranged at intervals in the horizontal direction, the elastic members are arranged along both sides in the longitudinal direction of the upper surface of the building beam. Is disposed.
[0013]
Then, a floor member is disposed over a plurality of building beams, and the floor member is placed on the upper surface of the wall member. In this state, the adhesive is applied to a space formed by the sheet member, the wall member, and the lower surface of the floor member. Will be filled.
[0014]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, embodiments of the present invention shown in the drawings will be described.
[0015]
FIG. 1 shows an embodiment of a structure for installing a highly rigid floor according to the present invention.
In FIG. 1, reference numeral 11 denotes a plurality of building beams arranged at intervals in the horizontal direction.
The building beam 11 is made of, for example, reinforced concrete and forms the foundation of a building such as a factory or a building.
[0016]
A floor member 13 is placed over a plurality of building beams 11.
The floor member 13 is made of, for example, reinforced concrete and has a thickness of about 150 mm to 250 mm.
On this floor member 13, heavy equipment and machines (not shown) are installed. On the upper surface of the floor member 13, a suspension holding portion 15 for screwing a suspension eyebolt described later is arranged.
[0017]
A sheet member 17 is arranged on the upper surface of the building beam 11.
The sheet member 17 is made of an adhesive tape such as a vinyl tape or a gum tape, and is adhered to the upper surface of the building beam 11.
This adhesive tape has adhesiveness on only one side, and its adhesive strength is weaker than the adhesive strength of the adhesive, but has an adhesive strength sufficiently higher than a shear stress applied to the floor member 13 in a normal use state. Things.
[0018]
A pair of wall members 19 are arranged on the upper surface of the building beam 11 along both sides in the longitudinal direction.
The wall member 19 is made of rubber such as neoprene rubber and has elasticity.
An adhesive 23 is filled in an adhesive filling space 21 formed by the sheet member 17, the wall member 19, and the lower surface of the floor member 13.
[0019]
As the adhesive 23, for example, an epoxy adhesive is used.
It is desirable that the adhesive 23 has a small volume change during curing and has no elasticity after curing.
[0020]
In this embodiment, the floor member 13 is formed with a filling hole 13 a for filling the adhesive filling space 21 with the adhesive 23.
The filling holes 13 a are formed to penetrate in the thickness direction of the floor member 13, and are formed at intervals in the longitudinal direction of the building beam 11.
In this embodiment, the floor member 13 is provided with a level adjusting means 25 for horizontally arranging the floor member 13.
[0021]
The level adjusting means 25 has a female screw member 27 fixed to the through hole 13 b formed in the floor member 13, and a male screw member 29 screwed to the female screw member 27. The male screw member 29 is formed of a hexagon socket head bolt, and the head 29 a of the bolt forming the hexagon socket is located above the floor member 13.
And in this embodiment, the floor member 13 is fixed to the building beam 11 by the fixing means 26.
[0022]
The fixing means 26 has a vertical member 29 arranged on both sides of the building beam 11 and a horizontal member 31 arranged on the lower surface of the building beam 11.
Male screw portions 29a and 29b are formed above and below the vertical member 29.
The upper male screw portion 29 a is screwed to a female screw member 33 disposed on the lower surface of the floor member 13 and is fixed by a nut 35.
[0023]
The lower male screw portion 29 b is inserted into a through hole (not shown) formed on both sides of the horizontal member 31 and is fixed by a nut 37.
The above-described high-rigid floor installation structure is constructed as described below.
First, as shown in FIG. 2, the sheet member 17 is disposed on the upper surface 11a of the building beam 11.
[0024]
The disposition of the sheet member 17 is performed by attaching the adhesive tape 39 to the upper surface 11a of the building beam 11 so that no gap is generated.
In order to improve workability, it is desirable to use the adhesive tape 39 as wide as possible and to adhere the adhesive tape 39 along the longitudinal direction of the building beam 11.
[0025]
Next, as shown in FIG. 3, a pair of rubber wall members 19 are arranged on the sheet member 17 along both sides of the upper surface of the building beam 11 in the longitudinal direction.
The height of the wall members 19 is such that each wall member 19 is pressed by the floor member 13 in the state shown in FIG.
Next, as shown in FIG. 4, the floor member 13 is disposed across the plurality of building beams 11, and the floor member 13 is placed on the upper surface of the wall member 19.
[0026]
The floor member 13 is arranged by screwing the eyebolt 41 into the hanging portion 15 arranged on the upper surface of the floor member 13, suspending the eyebolt 41 with the wire rope 43, and moving the floor member 13.
Then, with the floor member 13 suspended as horizontally as possible, the floor member 13 is lowered to a position where the lower surface of the floor member 13 presses the upper surfaces of all the wall members 19 as shown in FIG.
[0027]
Next, in this state, by turning the male screw members 29 of the level adjusting means 25 from above the floor member 13, the tips of all the male screw members 29 abut on the sheet member 17 on the upper surface of the building beam 11. Is done.
Next, the suspension of the floor member 13 is released, and in this released state, the final level adjustment of the floor member 13 is performed.
[0028]
In this level adjustment, for example, while measuring the horizontality of the floor member 13, for example, the male screw members 29 of the three level adjusting means 25 arranged on the floor member 13 are rotated, and the tips of the male screw members 29 are rotated. This is performed by projecting a small amount toward the building beam 11 side.
As described above, by finally adjusting the levels at three places, the level adjustment can be easily and reliably performed.
[0029]
Next, an adhesive 23 is filled in an adhesive filling space 21 formed by the sheet member 17, the wall member 19, and the lower surface of the floor member 13.
The filling of the adhesive 23 is performed by inserting a tip of a hose, a pipe, or the like into a filling hole 13a formed in the floor member 13 and pouring the adhesive 23 from the other end of the hose, the pipe, or the like.
[0030]
The filling of the adhesive 23 is performed by measuring the filling amount of the adhesive 23 into the adhesive filling space 21 by inserting a rod member or the like into the filling hole 13a.
Next, after the adhesive 23 is completely cured, the floor member 13 is fixed to the building beam 11 by the fixing means 26.
In this embodiment, first, as shown in FIG. 6, a male screw portion 29 a formed on the upper side of the vertical member 29 is screwed to a female screw member 33 arranged on the lower surface of the floor member 13, and a nut 35 Vertical members 29 are fixed to both sides of the building beam 11.
[0031]
Next, through holes 31a formed on both sides of the horizontal member 31 are fitted into the lower male screw portion 29b of the vertical member 29, and a nut 37 is screwed into the male screw portion 29b from below the horizontal member 31. Is done.
The horizontal member 31 is pressed against the lower surface of the building beam 11 by the rotation of the nut 37, and the floor member 13 is firmly fixed to the building beam 11.
[0032]
In the above-described high-rigid floor installation structure, since the sheet member 17 is disposed on the upper surface of the building beam 11, even when the adhesive 23 is filled between the building beam 11 and the floor member 13, the adhesive 23 remains in the building beam. Thus, the floor member 13 can be easily and reliably removed from the building beam 11.
Further, since the wall members 19 having elasticity are arranged along both sides in the longitudinal direction of the upper surface of the building beam 11, when the floor member 13 is placed on the upper surface of the wall member 19, the wall member 19 is elastically deformed and the sheet member 17 is deformed. Since the adhesive filling space 21 in a closed state is formed by the lower surface of the wall member 19 and the floor member 13, the adhesive filling space 21 can be reliably filled with the adhesive 23.
[0033]
Further, in the above-described structure for installing a high-rigidity floor, since the floor member 13 is fixed to the building beam 11 by the fixing means 26, it is possible to reliably prevent the floor member 13 from moving from the building beam 11 due to vibration such as an earthquake. Can be.
In the above-described installation structure of a high-rigidity floor, a filling hole for filling an adhesive 23 into an adhesive filling space 21 formed by the floor member 13, the sheet member 17, the wall member 19, and the lower surface of the floor member 13. Since the through holes 13a are formed, the adhesive filling space 21 can be easily and reliably filled with the adhesive 23.
[0034]
Further, when the adhesive 23 is filled, the air in the adhesive filling space 21 is exhausted from the filling hole 13a, so that the filling of the adhesive 23 can be performed easily and reliably.
Then, by inserting a rod member or the like into the filling hole 13a, the filling amount of the adhesive 23 into the adhesive filling space 21 can be easily and reliably measured.
In the above-described structure for installing a high-rigidity floor, the gap between the floor member 13 and the building beam 11 is adjusted by rotating the male screw member 29 from above the floor member 13. Level adjustment can be performed easily and reliably.
[0035]
In the method for installing a high-rigidity floor described above, the installation structure for a high-rigidity floor shown in FIG. 1 can be easily and reliably constructed.
In the above-described embodiment, an example is described in which the sheet member 17 uses the adhesive tape 39 such as a vinyl tape or a gum tape. However, the present invention is not limited to such an embodiment. It is only necessary to prevent direct adhesion to the beam 11 side or adhesion on the entire surface, and for example, a sheet such as a Teflon (registered trademark) sheet can be used.
[0036]
When a sheet having no adhesiveness is used on the building beam 11 side, the sheet is placed on the upper surface 11a of the building beam 11 with a slight gap, and the adhesive strength of the adhesive 23 is adjusted at the sheet portion. A configuration is adopted in which the shear stress is weakened at this portion by weakening. Further, in the above-described embodiment, an example in which an elastic body made of rubber is used for the wall member 19 has been described. However, the present invention is not limited to this embodiment. , A bellows-like structure or the like can be used.
[0037]
Furthermore, in the embodiment described above, an example was described in which the level adjusting means 25 for horizontally arranging the floor member 13 was arranged on the floor member 13, but the present invention is not limited to such an embodiment. For example, a level adjusting unit may be arranged on the building beam 11 side.
When the accuracy of the plurality of building beams 11 and floor members 13 satisfies the required accuracy, it is not always necessary to dispose the level adjusting means.
[0038]
Further, in the above-described embodiment, an example in which the present invention is applied to the floor member 13 made of reinforced concrete has been described. However, the present invention is not limited to this embodiment. Can be applied.
[0039]
【The invention's effect】
As described above, in the installation structure of the high-rigid floor according to claim 1, since the sheet member is arranged on the upper surface of the building beam, the adhesive is filled even when the adhesive is filled between the building beam and the floor member. The floor members are not directly bonded to the building beams, and the floor members can be easily and reliably removed from the building beams.
[0040]
Further, since the wall member having elasticity is arranged along both sides in the longitudinal direction of the upper surface of the building beam, when the floor member is placed on the upper surface of the wall member, the wall member is elastically deformed, and the sheet member, the wall member, and the floor member Since a closed space is formed by the lower surface of the adhesive, it is possible to reliably fill this space with the adhesive.
Since the floor member is fixed to the building beam by the fixing means, it is possible to reliably prevent the floor member from moving from the building beam due to vibration such as an earthquake.
[0041]
In the installation structure for a high-rigidity floor according to claim 3, the space formed by the sheet member, the wall member, and the lower surface of the floor member is formed through the filling hole for filling the space with the adhesive. The agent can be filled easily and reliably.
Further, when the adhesive is filled, the air in the space is discharged from the filling hole, so that the filling of the adhesive can be performed easily and reliably.
[0042]
Then, by inserting a rod member or the like into the filling hole, the filling amount of the adhesive in the space can be easily and reliably measured.
In addition, by rotating the male screw member from above the floor member, the gap dimension between the floor member and the building beam is adjusted, so that the level adjustment of the floor member can be performed easily and reliably.
According to the method for installing a high-rigidity floor according to the fourth aspect, the installation structure for the high-rigidity floor according to the first aspect can be easily and reliably constructed.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing one embodiment of a high rigid floor installation structure of the present invention.
FIG. 2 is an explanatory diagram showing a method of arranging a sheet member on an upper surface of a building beam in FIG. 1;
FIG. 3 is an explanatory diagram showing a method of arranging a wall member on the upper surface of the building beam of FIG. 1;
FIG. 4 is an explanatory diagram showing a method of arranging floor members on the building beams of FIG. 1;
FIG. 5 is an explanatory diagram showing a method of arranging a floor member on the building beam of FIG. 1;
FIG. 6 is an explanatory diagram showing a method of arranging fixing means on the building beam of FIG. 1;
FIG. 7 is a cross-sectional view showing a conventional high-rigid floor installation structure.
[Explanation of symbols]
11 building beam 13 floor member 13a filling hole 13b through hole 17 sheet member 19 wall member 21 adhesive filling space 23 adhesive 25 level adjusting means 26 fixing means 27 female screw member 29 male screw member

Claims (4)

水平方向に間隔を置いて配置される複数の建築梁と、
前記建築梁の上面に配置されるシート部材と、
前記建築梁の上面の長手方向の両側に沿って配置され弾性を有する壁部材と、
前記複数の建築梁に跨って配置され前記壁部材の上面に載置される床部材と、
前記シート部材、前記壁部材および前記床部材の下面により形成される空間に充填された接着剤と、
を有することを特徴とする高剛性床の設置構造。
A number of horizontally spaced building beams,
A sheet member arranged on the upper surface of the building beam,
Wall members having elasticity arranged along both sides in the longitudinal direction of the upper surface of the building beam,
A floor member disposed over the plurality of building beams and placed on the upper surface of the wall member,
An adhesive filled in a space formed by the lower surface of the sheet member, the wall member and the floor member,
A high-rigid floor installation structure characterized by having:
請求項1記載の高剛性床の設置構造において、
前記床部材を前記建築梁に固定する固定手段を有することを特徴とする高剛性床の設置構造。
The installation structure for a highly rigid floor according to claim 1,
An installation structure for a highly rigid floor, comprising fixing means for fixing the floor member to the building beam.
請求項1または請求項2記載の高剛性床の設置構造において、
前記床部材に、前記接着剤を前記空間に充填するための充填穴を貫通形成するとともに、前記床部材を水平に配置するためのレベル調整手段を配置し、前記レベル調整手段を、前記床部材に形成される貫通穴に固定される雌螺子部材と、前記雌螺子部材に螺合される雄螺子部材とから構成してなることを特徴とする高剛性床の設置構造。
The installation structure for a highly rigid floor according to claim 1 or 2,
A filling hole for filling the space with the adhesive is formed through the floor member, and level adjusting means for horizontally arranging the floor member is arranged. A high-rigid floor installation structure comprising: a female screw member fixed to a through hole formed in the female screw member; and a male screw member screwed to the female screw member.
水平方向に間隔を置いて配置される複数の建築梁の上面にシート部材を配置する工程と、
前記建築梁の上面の長手方向の両側に沿って弾性を有する壁部材を配置する工程と、
前記複数の建築梁に跨って床部材を配置し前記壁部材の上面に床部材を載置する工程と、
前記シート部材、前記壁部材および前記床部材の下面により形成される空間に接着剤を充填する工程と、
を有することを特徴とする高剛性床の設置方法。
Arranging a sheet member on the upper surface of a plurality of building beams arranged at intervals in the horizontal direction;
A step of arranging wall members having elasticity along both sides in the longitudinal direction of the upper surface of the building beam,
Placing a floor member over the plurality of building beams and placing the floor member on the upper surface of the wall member;
A step of filling the space formed by the lower surface of the sheet member, the wall member and the floor member with an adhesive,
A method of installing a high-rigidity floor, characterized by having:
JP2002219098A 2002-07-29 2002-07-29 Mounting structure of high-rigidity floor and its mounting method Pending JP2004060244A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
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Publications (1)

Publication Number Publication Date
JP2004060244A true JP2004060244A (en) 2004-02-26

Family

ID=31940084

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JP2004060244A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014125554A1 (en) * 2013-02-14 2014-08-21 株式会社Lixil Unit room, floor panel, method for transporting same, and method for installing same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2014125554A1 (en) * 2013-02-14 2014-08-21 株式会社Lixil Unit room, floor panel, method for transporting same, and method for installing same
JP2014156703A (en) * 2013-02-14 2014-08-28 Lixil Corp Unit room, floor panel, and transportation method and installation method of them

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