JPH02120457A - Construction of double floor - Google Patents

Construction of double floor

Info

Publication number
JPH02120457A
JPH02120457A JP27140688A JP27140688A JPH02120457A JP H02120457 A JPH02120457 A JP H02120457A JP 27140688 A JP27140688 A JP 27140688A JP 27140688 A JP27140688 A JP 27140688A JP H02120457 A JPH02120457 A JP H02120457A
Authority
JP
Japan
Prior art keywords
joist
frames
sill
frame
floor
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP27140688A
Other languages
Japanese (ja)
Inventor
Kiyoshi Yamamoto
清 山本
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Oyo Kikaku KK
Original Assignee
Oyo Kikaku KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Oyo Kikaku KK filed Critical Oyo Kikaku KK
Priority to JP27140688A priority Critical patent/JPH02120457A/en
Publication of JPH02120457A publication Critical patent/JPH02120457A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To facilitate conveyance and the execution of work and improve oscillation resistance by connecting a plurality of sill members to each other with connecting rods to form sill frames, and by fitting legs at four corners of the frames to arrange the legs on a floor slab and to erect floor boards on the upper surface. CONSTITUTION:A plurality of sill members 1, 1 are connected to each other in parallel at specified intervals with connecting rods 4, 4, to form rectangular sill frames A.... After that, at four corners at least on the sill frames A..., legs are fitted, and the frames A are arranged at specified intervals on a floor slab. Then, between the sill members 1, 1 in the sill frames A... and between the sill frames A..., floor boards are erected. As a result, the respective sill frames A... are arranged stably and independently and the floor boards can be attached to or removed from the frames A partially and easily.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 この発明は根太枠を用いた二重床の構築方法に関する。[Detailed description of the invention] [Industrial application field] This invention relates to a method for constructing a double floor using a joist frame.

〔従来の技術とその問題点〕[Conventional technology and its problems]

発明者は、特]朝昭62−185977号によって、ハ
ツト形鋼からなる根太機構を提案し、使用し2てきたう
この根太機構は床下地の仕上げ高を低く抑え、各種の床
板を使用できる壱では極めて優れたものである。(7か
し、根太を一本立ちさせるため、これを安定さすのが輯
しかった。
In No. 62-185977, the inventor proposed a joist mechanism made of cross-shaped steel, and the joist mechanism that has been used allows the finished height of the subfloor to be kept low and allows the use of various types of floorboards. This is one of the best. (7) However, it was difficult to stabilize the joist because it had to stand on its own.

(問題点を解決する手段) 上記の問題を解決するために、この発明では、根太複数
本を連結棒を用いて、所定間隔で平行に連結して長方形
の根太枠を形成し、−ヒ記根太枠のノj2なくとも四隅
に脚を付設した上、所定間隔をおいて床スラブ上に設置
し、根太枠内の根太相互間、ならびに、根太枠の根太枠
内の根太間と、隣接する根太枠の間に床板を架設するも
のである。
(Means for solving the problem) In order to solve the above problem, in this invention, a plurality of joists are connected in parallel at predetermined intervals using connecting rods to form a rectangular joist frame. No.j2 of the joist frame Attach legs to at least four corners and install them on the floor slab at specified intervals, between the joists within the joist frame, and between the joists within the joist frame of the joist frame, and adjacent to each other. The floorboards are installed between the joist frames.

〔作用〕[Effect]

このように構成すると、二本以−ヒの根太を連結棒でも
って平行に連結して根太枠を形成し、ノ1)なくとも四
隅に脚を付設することにより、根太枠は安定して自立す
ることができる。
With this configuration, two or more joists are connected in parallel with connecting rods to form a joist frame, and (1) by attaching legs to at least the four corners, the joist frame becomes stable and self-supporting. can do.

〔実施例1〕 以下、本発明の実施例を図面に基づき詳細に説明する。[Example 1] Hereinafter, embodiments of the present invention will be described in detail based on the drawings.

帆太詮 第1図に示すように、厚さ2.3鶴の亜鉛メツキ鋼板を
素材としてロールフォーミングにより、下方に開口した
りツブミゾ形鋼10からなる根太材1を形成する。その
長さは1500龍、断面の巾は50璽■・高さは30龍
・関口部llの巾は251mである。ト面12には50
■−間隔で8X]50の長丸の操作孔13を設けておく
As shown in FIG. 1, a joist material 1 having a downward opening and consisting of grooved shaped steel 10 is formed by roll forming using a galvanized steel plate with a thickness of 2.3 mm. Its length is 1,500 meters, the width of the section is 50 meters, the height is 30 meters, and the width of the entrance section is 251 meters. 50 on side 12
(2) - Provide 8X]50 oblong operation holes 13 at intervals.

丸棒8硝をヘソグー加工し、第2図ta+〜(diに示
すようなスライドナツト2を形成する。30φ・厚さ5
mmの台座21.20n角・厚さ5龍の嵌合部22、M
2R・長さ811のオスネジ23の鮪に連続し、中央に
M12のメスネジ24を貫通する。
A round bar of 8 pieces is machined to form a slide nut 2 as shown in Fig. 2 ta + (di). 30φ, thickness 5
mm pedestal 21.20n square, thickness 5 dragon fitting part 22, M
Continuing from the 2R male screw 23 with a length of 811, an M12 female screw 24 passes through the center.

ボルト脚3は、第3図に示すように、底部に鍋形の凹3
1が付いたM12のボルトで、ト端にはプラス型の操作
溝32を付設する。
The bolt leg 3 has a pot-shaped recess 3 at the bottom, as shown in FIG.
It is an M12 bolt with a number 1 attached, and a plus-shaped operating groove 32 is attached to the top end.

第4図に示すように、厚さ2.3鰭の亜鉛メブキ鋼板を
用い、−上記根太材と略同じ高さのつLブ41と、中5
 cmのフランジ42とからなるアングル状の連結棒4
を形成する。フランジの両端には、−上記スライドナツ
ト2の嵌合部22の挿通する挿j1孔43を付設才る。
As shown in Fig. 4, a galvanized steel plate with a thickness of 2.3 fins is used;
An angled connecting rod 4 consisting of a cm flange 42
form. An insertion hole 43 through which the fitting portion 22 of the slide nut 2 is inserted is provided at both ends of the flange.

第5図に示すように、根太材に本を内法450m5の間
隔をおき、その両端を連結棒4で連結して根太枠へを構
成する。根太材lの端部と、連結棒の間には3龍程慶の
スリット44を設けておくと施工するのに都合がよい。
As shown in FIG. 5, books are placed on the joists at intervals of 450 m5, and both ends are connected with connecting rods 4 to form a joist frame. It is convenient for construction to provide a three-way slit 44 between the end of the joist l and the connecting rod.

連結方法の一例を示すと下記の通りである。第6図に示
すように、スライドナツト2の台座21をヒにし、嵌合
部22を根太材1の下面の開口部11に嵌合し、オスネ
ジ23に連結棒4の挿過孔43を挿過したトでナツト2
5締めして固定する。それぞれのスライドナツト2には
ボルト脚3を蝮舎才る。
An example of the connection method is as follows. As shown in FIG. 6, the base 21 of the slide nut 2 is opened, the fitting part 22 is fitted into the opening 11 on the lower surface of the joist 1, and the insertion hole 43 of the connecting rod 4 is inserted into the male screw 23. Natsuto 2
5 Tighten and secure. Each slide nut 2 has a bolt leg 3 attached to it.

上記のように構成すると根太枠の四隅にポルト川が付設
されるが、根太材1の中間部にも適宜スライドナフトを
取りつけ、ボルト脚を蜆合することにより根太枠の耐荷
重強度を上げることができる。ボルトWの丁度上に、操
作孔13が位置するようにすると、根太枠の上からボル
ト脚の高さ調節ができて好都合である。
With the above configuration, Porto rivers are attached to the four corners of the joist frame, but it is also possible to increase the load-bearing strength of the joist frame by attaching slide napfts to the middle part of the joist material 1 as appropriate and joining the bolt legs. Can be done. It is convenient if the operation hole 13 is positioned just above the bolt W, since the height of the bolt leg can be adjusted from above the joist frame.

床板 第7図(8)・(blに示すように、厚さ2.3fiの
亜鉛メツキ鋼板を素材とする表面板51の裏面に、両端
の251m巾の載架部52を除いて長手方向に溝状の凹
凸の付いたIIII状のリブが形成された補強材53を
貼り合わせた床板5を形成する。床板のは250 璽s
・長さは500 mm・厚さは30n+である。
Floor board Figure 7 (8) (as shown in BL), on the back side of the surface board 51 made of galvanized steel plate with a thickness of 2.3 fi, in the longitudinal direction except for the 251 m wide mounting portions 52 at both ends. A floorboard 5 is formed by laminating reinforcing material 53 on which III-shaped ribs with groove-like unevenness are formed.
・Length is 500 mm・Thickness is 30n+.

又、特殊床板6としては、第8図に示すような半筒状体
を用いる。特殊床板は床板と同じ材料を用いて形成する
。その長さは1100(h、巾は1oo sm、高さは
10■1である。
Further, as the special floor plate 6, a semi-cylindrical body as shown in FIG. 8 is used. Special floorboards are formed using the same material as the floorboards. Its length is 1100 h, width is 1 oo sm, and height is 10 cm.

二上床Ω璽屋 施工方法は第9図に示す。Nijodoko Ω Seiya The construction method is shown in Figure 9.

床スラブの上に、根太枠Aを縦横に所定間隔をおいて設
置する。通常、長手方向の隙間旧はlO0龍弱、短尺方
向の隙間−2は450 w*である。この隙間の大きさ
は自由に選択することができるし、電率方向の隙間を省
略し、根太枠を突きつけて設置することもできる。この
場合、根太枠同志をボルト・ナツトで結合してもよい。
Joist frames A are installed on the floor slab at predetermined intervals vertically and horizontally. Usually, the gap in the longitudinal direction is 100 times less, and the gap in the short direction is 450 w*. The size of this gap can be freely selected, and it is also possible to omit the gap in the electrical conductivity direction and install the joist frame against it. In this case, the joist frames may be joined together using bolts and nuts.

ポルh 117Jlを調節して根太枠のレベルを出す。Adjust por h 117Jl to bring out the level of the joist frame.

第10図に示すように、根太枠を構成する根太材と根太
材の間には床板5を載饗する。隣接する根太枠の外側の
根太材1間同志(短尺方向の隙間−2)にも床板5を載
をする。
As shown in FIG. 10, a floorboard 5 is placed between the joists forming the joist frame. Floorboards 5 are also placed between adjacent joist frames (gap -2 in the short direction) between the joists 1 on the outside of the joist frames.

第1図に示すように、長平方向の隙間旧には、根太枠の
端部の連結棒4と対峙する連結棒の間には、スリット4
4に差し込むようにして特殊床板6を被せて載架する。
As shown in Fig. 1, in the gap in the longitudinal direction, there is a slit 4 between the connecting rods 4 at the end of the joist frame and the connecting rods facing each other.
4, and the special floor board 6 is placed on the rack.

床板・特殊床板を敷き詰めることにより、平坦な床を形
成すると共に、床の下には配線空間Bを形成することが
でき、床下全面に自由に配線ができる。本発明において
は、根太枠へと柑大枠へとの短尺方向の隙間−2は、床
板を外才ことにより床上空間に通ずる配線路を形成する
ことが出来る。
By laying down the floorboards and special floorboards, a flat floor can be formed, and a wiring space B can be formed under the floor, allowing wiring to be carried freely all over the floor. In the present invention, the gap 2 in the short direction between the joist frame and the joist frame can form a wiring path leading to the space above the floor by extending the floorboard.

又、特殊床板を取り外ずすことによって、長平方向の隙
間用が上記の隙間−2同志を連絡させ、全体としては格
子状に連続した配線路を形成することが可能である。根
太枠内の床板5に各種コンセントなどを取りつけて配線
取り出し場所とすると、根太枠間の隙間は配線機器に部
間されない専用の配線路として確保できる。
Furthermore, by removing the special floor plate, it is possible to connect the gaps 2 in the longitudinal direction and form a continuous wiring path in a lattice pattern as a whole. By attaching various outlets and the like to the floorboard 5 within the joist frame and using it as a wiring outlet, the gap between the joist frames can be secured as a dedicated wiring route that is not connected to wiring equipment.

慶大 第12図に示すように、リップミゾ形鋼からなる根太材
1の下面の開口部1.1に、スライドナツト2を介して
ポルト脚3を取りつけた根太Cは、任意の個所で切断し
7ても、脚を簡単に取りつけられる寺で優れており、根
太枠として組み立てないで単独の根太として使用するこ
とも可能である。スライドナツトの取りつけには第6図
に例示した連結棒の代わりにワッシャー26を用いると
よい。
As shown in Figure 12 of Keio University, a joist C with a port leg 3 attached via a slide nut 2 to the opening 1.1 on the lower surface of the joist material 1 made of lip groove shaped steel can be cut at any point. 7 is also excellent in temples where the legs can be easily attached, and it is also possible to use it as a stand-alone joist without assembling it as a joist frame. A washer 26 may be used in place of the connecting rod shown in FIG. 6 to attach the slide nut.

根太枠を施工する場合も、壁際なとでは切断が必芋であ
るが、このような根太を用いると施工し易い。
When constructing a joist frame, cutting is required near walls, but it is easier to construct using such a joist.

〔実施例2〕 根太枠 根太材1として第13図に示すようなハツト形鋼14を
用いる。つば15の両側縁には上方に突出した小リップ
16を付設する。根太材の格さは1200sx・1−i
’li’i+2の巾は25龍・高さは30龍・つばの巾
は25璽鳳で実施例1と同様、上面には操作孔13を設
ける。
[Example 2] A hat-shaped steel 14 as shown in FIG. 13 is used as the joist frame joist material 1. Small lips 16 projecting upward are attached to both side edges of the brim 15. The size of the joists is 1200sx/1-i
The width of 'li'i+2 is 25 dragons, the height is 30 dragons, the width of the brim is 25 dragons, and as in Example 1, an operation hole 13 is provided on the top surface.

第14図に示すようなベースプレート7を形成する。略
長方形の亜鉛メツキ鋼板の中央には18曹濡角の接合孔
71を設ける。その両端部を一上方に屈折L7て挟持片
72を形成し、その内面にはハント形鋼の小リップを挟
持する挟持爪73を立設する。両(II+縁中央には$
A板を一部上方に屈折し、ハツト形鋼の開口に内嵌する
嵌合片74を付設する。
A base plate 7 as shown in FIG. 14 is formed. A joining hole 71 with a diameter of 18 mm is provided in the center of the approximately rectangular galvanized steel plate. Both ends thereof are bent upward L7 to form a clamping piece 72, and a clamping claw 73 for clamping a small lip of the Hunt shape steel is provided on the inner surface thereof. Both (II + $ in the center of the edge)
A part of the A plate is bent upward, and a fitting piece 74 that fits inside the opening of the hat-shaped steel is attached.

第15図に示すように、実施例1と同様なう℃ブ4トフ
ランジ42とからなるアングル伏の連結棒4を用意する
。フランジの両端には18龍角の挿i13孔43を、ウ
ェブの両端には、7ランジに沿ってベースプレートを挿
入する切込み45を設ける。
As shown in FIG. 15, an angled connecting rod 4 consisting of a bow flange 42 similar to that of Example 1 is prepared. An 18 dragon angle insertion hole 43 is provided at both ends of the flange, and a notch 45 into which the base plate is inserted is provided at both ends of the web along the 7 flange.

丸榛鋼をヘッダー加工し、第16図+al〜(d)に示
すような接合ナツト20を形成する。30φ・厚さ5龍
の台座21.18w角・厚さ5111の接合部27.1
6φ・長さ5回置の突出部28の頃に連続し、中央にM
12のメスネジ24を貫通する。
Header processing is performed on the round steel to form a joining nut 20 as shown in FIGS. 16+al to (d). 30φ, thickness 5 dragon pedestal 21.18W square, thickness 5111 joint part 27.1
It continues around the protrusion 28 with a length of 6φ and 5 turns, and has an M in the center.
12 female screws 24 are passed through.

第17図に示すように、連結棒4の両端の切込み45に
ベースプレート7を差込み、その接合孔71と連結棒4
のt#遡孔43とを合わせ、接合す・ント20を下側か
ら過し、接合部27の四隅を上方からプレスして連結棒
とベースプレートをかしめて確りと接合しておく。
As shown in FIG. 17, the base plate 7 is inserted into the notches 45 at both ends of the connecting rod 4, and the connecting hole 71 and the connecting rod 4 are inserted.
t# return hole 43, pass through the joint 20 from below, and press the four corners of the joint 27 from above to caulk the connecting rod and base plate to firmly join them.

根太枠を組み立てる場合には、第18図に示すように、
ハツト形鋼14の両端部の開口を、ベースプレートの嵌
合片74に外嵌し、つば15の小リップ16を挟持爪7
3の間に内嵌する。二本のハント形鋼を二本の連結棒4
で連結して長方形の根太枠Aを形成するつそれぞれの接
合ナツト20にはボルト脚3を下方から螺合する。
When assembling the joist frame, as shown in Figure 18,
The openings at both ends of the hat shape steel 14 are fitted onto the fitting pieces 74 of the base plate, and the small lips 16 of the collar 15 are inserted into the holding claws 7.
It fits between 3. Connect two Hunt sections to two connecting rods 4
A bolt leg 3 is screwed into each joint nut 20 from below, which is connected to form a rectangular joist frame A.

施工する方法は、実施例1と同様であるが、第19図に
示すように、根太材への長平方向の隙間用は広い間隔を
おき、端部のベースプレート7間にハント形5iil1
4を架設する。このハツト形鋼にも根太枠を構成する根
太材と同様、床Fii、5を載架して下に配線空間Bを
構成する。この長平方向の隙間−1に載架されたハツト
形鋼は着脱が容易であるから、配線作業などに便利であ
る。
The construction method is the same as in Example 1, but as shown in FIG.
Erection 4. Similar to the joist material constituting the joist frame, the floor Fii, 5 is placed on this hat-shaped steel to form a wiring space B below. Since the hat-shaped steel placed in the gap -1 in the longitudinal direction is easy to attach and detach, it is convenient for wiring work and the like.

この実施例の場合、床板5は第20図に示すように、側
面の係1ト切欠54を付設したものを用い、床板端部下
面をハツト形鋼のっぽ15に載架し、係lト切欠をつば
の小リップ16に係IFするものを用いることができる
In the case of this embodiment, as shown in FIG. 20, the floor plate 5 is provided with a notch 54 on the side surface, and the lower surface of the end of the floor plate is mounted on the top 15 of the hatch-shaped steel, It is possible to use an IF that relates to the small lip 16 of the brim.

〔効果〕〔effect〕

この発明はこのように構成されているので、次のような
特長を存する。
Since the present invention is configured as described above, it has the following features.

■ 根太材は枠に組み立てられているので安定すること
ができる。又、少なくとも4末の脚で大きな枠が立って
いるので、耐震性能も高い。
■ The joists are assembled into a frame, so they are stable. Also, since the large frame is made up of at least four legs, it has high earthquake resistance.

■ 根太枠は軽量であるから、運1枠・施工などに便利
である。
■ Because the joist frame is lightweight, it is convenient for single frame construction.

■ 安定した根太枠を敷き並べて施]−するので、枠間
士の間隔を決めるのも楽であり、レベル出し作業も枠ご
とに決めればよいので旌Tが簡単である。
■ Since stable joist frames are laid out and installed side by side, it is easy to determine the spacing between the frames, and leveling work can be determined for each frame, making it easy to install.

■ 床板は両端が根太材に載架されるので、−軸方向の
伸度があればよく、素材などの選択範囲が広く、成形方
法が単純にできるのでコストが安い。
- Since both ends of the floorboard are mounted on joists, it is only necessary to have some elongation in the -axial direction, there is a wide range of materials to choose from, and the molding method is simple, so the cost is low.

■ 床板は一括して根太枠に支持されるので、−枚ずつ
町を取りつける必要がない。従って、床板の巾を狭く、
軽くすることができ、配線作業などで床板を着脱する場
合に好都合である。
■ Since the floorboards are supported by the joist frame all at once, there is no need to attach each floorboard one by one. Therefore, the width of the floorboard should be narrowed.
It can be made lightweight and is convenient for attaching and detaching floorboards for wiring work, etc.

■ 根太枠と根太枠との間の隙間は、床板を取り外すこ
とにより連続した配線連路を形成できる。
■ A continuous wiring path can be formed in the gap between the joist frames by removing the floorboards.

特に、特殊床板を着脱することにより、スラブ全面をカ
バーする格子状配線通路ができ、配線工事などに至便で
ある。
In particular, by attaching and detaching the special floorboard, a grid-like wiring path can be created that covers the entire surface of the slab, making it convenient for wiring work.

■ 単体根太としては、仔章の個所で切断j−でもその
個所に簡単に町を取りつけ可能であり、ボーダー施工な
どに好都合である。
■ As a single joist, even if it is cut at a small point, it is possible to easily attach a section at that point, making it convenient for border construction.

■ 単体根太は長さの調節が簡単であるり、断面が略長
方形であるから、複数本をまとめて切1析するなど、現
場作業性がよい。
■ Since the length of single joists is easy to adjust and the cross section is approximately rectangular, it is easy to work on site, such as by cutting and analyzing multiple joists at once.

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

第1図は、根太材の一例を示す斜視図、第2図(alは
、スライドナツトの(111面図、fb)は、同じくそ
の平面図、 (C1は、同じくその底面図、 fdlは、間しくその側断面図、 第3図は、ボルト町の一例を示す側断面図、第4図は、
連結棒の一例を示す斜視図、第5図は、根太枠の一例を
示す平面図、86図は、根太枠の構成方法の一例を示す
、前型X−X”における断面図、 第7図fa)は、床板の一例を示す側面図、(blは、
間じくその正面図、 第8図は、特殊床板の一例を示す正面図、第9図は、本
発明の施工方法の一例を示す平面図、 第10図は、同じくその側面説明図、 第11図は、同じ(その正面説明図、 第12図は、根太の一例を示す正面断面図、第13図は
、根太材の他の一例を示す正面断面図、第14図は、ヘ
ースプレートの平面rJl、第15図は、連結棒の他の
一例を示す斜視図、第16図18+は、接合ナンドの側
面図、(blは、同じくその平面図、 telは、同じくその底面図、 (diは、同じくその側断面図、 第17図は、連結棒とヘースプレートの接合状況を示す
(i1111図、 第18関は、根太枠の構成方法の一例を示す正面説明図
、 第19図は、本発明の施工方法の一例を示す(■11面
説明図、 第20図は、床板とその施工方法の一例を示す(O11
面部分説明図である。 特許出頒人 株式会社 代表者 応用企画 山水 清 ±3 ! オ8rl1 2′11 図 第2!〕図
Fig. 1 is a perspective view showing an example of a joist material, Fig. 2 (al is a slide nut (111 view, fb) is a plan view thereof, (C1 is a bottom view thereof, fdl is Figure 3 is a side sectional view showing an example of Bolt Town, and Figure 4 is a side sectional view of the area.
FIG. 5 is a plan view showing an example of the joist frame; FIG. fa) is a side view showing an example of the floorboard, (bl is
8 is a front view showing an example of the special floor board, FIG. 9 is a plan view showing an example of the construction method of the present invention, and FIG. 10 is a side explanatory view thereof. Figure 11 is the same (an explanatory front view thereof; Figure 12 is a front sectional view showing one example of the joist; Figure 13 is a front sectional view showing another example of the joist material; Figure 14 is a plan view of the heath plate. rJl, Fig. 15 is a perspective view showing another example of the connecting rod, Fig. 16 18+ is a side view of the connecting rod, (bl is the top view thereof, tel is the bottom view thereof, (di is , also a side sectional view of the same, FIG. 17 shows the joint state of the connecting rod and the heath plate (Fig. Figure 20 shows an example of the construction method for floorboards and their construction method (■11 explanatory diagram).
It is a surface part explanatory view. Patent Distributor Co., Ltd. Representative Application Planning Kiyoshi Sansui±3! O8rl1 2'11 Figure 2! 〕figure

Claims (2)

【特許請求の範囲】[Claims] (1)少なくとも二本の長尺根太材の端部を、連結棒を
用いて、平行に連結して長方形の根太枠を形成し、 上記根太枠の少なくとも四隅に脚を付設した上、所定間
隔をおいて床スラブ上に設置し、根太枠内の根太材相互
間、ならびに、根太枠の外側の根太材と、隣接する根太
枠の外側の根太材との間に、 床板を架設することを特徴とした、二重床の構築方法。
(1) The ends of at least two long joists are connected in parallel using connecting rods to form a rectangular joist frame, and legs are attached to at least four corners of the joist frame at predetermined intervals. The plan is to install floorboards on the floor slab with Featured method of constructing a double floor.
(2)請求項(1)記載の根太枠の、根太材の端部延長
方向に突出部を設け、上記突出部と隣接する根太枠の突
出部との間に根太材を架設することを特徴とした、根太
枠の連続方法。
(2) The joist frame according to claim (1) is characterized in that a protrusion is provided in the direction in which the end of the joist extends, and the joist is constructed between the protrusion and the protrusion of the adjacent joist frame. A continuous method of joist frames.
JP27140688A 1988-10-27 1988-10-27 Construction of double floor Pending JPH02120457A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27140688A JPH02120457A (en) 1988-10-27 1988-10-27 Construction of double floor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27140688A JPH02120457A (en) 1988-10-27 1988-10-27 Construction of double floor

Publications (1)

Publication Number Publication Date
JPH02120457A true JPH02120457A (en) 1990-05-08

Family

ID=17499609

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27140688A Pending JPH02120457A (en) 1988-10-27 1988-10-27 Construction of double floor

Country Status (1)

Country Link
JP (1) JPH02120457A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08105193A (en) * 1994-10-04 1996-04-23 Mirai Ind Co Ltd Floor structure having containing space for wiring and piping material
JP2006283420A (en) * 2005-04-01 2006-10-19 Daiwa House Ind Co Ltd Backing structure of deck

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH08105193A (en) * 1994-10-04 1996-04-23 Mirai Ind Co Ltd Floor structure having containing space for wiring and piping material
JP2006283420A (en) * 2005-04-01 2006-10-19 Daiwa House Ind Co Ltd Backing structure of deck

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