JP6561391B2 - Fail-safe ceiling structure - Google Patents

Fail-safe ceiling structure Download PDF

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JP6561391B2
JP6561391B2 JP2015048781A JP2015048781A JP6561391B2 JP 6561391 B2 JP6561391 B2 JP 6561391B2 JP 2015048781 A JP2015048781 A JP 2015048781A JP 2015048781 A JP2015048781 A JP 2015048781A JP 6561391 B2 JP6561391 B2 JP 6561391B2
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wire
ceiling
net
fail
rail member
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JP2016169492A (en
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茂木 正史
正史 茂木
岸本 剛
剛 岸本
勝夫 柳沼
勝夫 柳沼
孝行 青鹿
孝行 青鹿
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Okumura Corp
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Description

本発明は、天井裏の構造体から吊り下げた天井材の下方にフレキシブルな面材(可撓性のある面材)を張って、天井材の落下を防ぐフェイルセーフ天井構造に関する。   The present invention relates to a fail-safe ceiling structure in which a flexible face material (flexible face material) is stretched under a ceiling material suspended from a ceiling structure to prevent the ceiling material from falling.

建造物の吊天井は、天井裏に配置された梁等の構造体から吊り具を吊り下げ、天井板の上面に取り付けた棒材を吊り具で支持して構成される。このような吊天井では、大きな地震が発生すると、天井板が棒材と共に吊り具から外れて落下し、場合によっては死亡事故さえ起る心配がある。
そこで、従来、天井板の下方にネット等の防護材を張り、吊り具から外れた天井材を防護材で受け止めて、天井材の落下を防ぐ技術が提案されている。
A suspended ceiling of a building is configured by suspending a hanging tool from a structure such as a beam arranged behind the ceiling, and supporting a bar attached to the upper surface of the ceiling board with the lifting tool. In such a suspended ceiling, when a large earthquake occurs, the ceiling board may fall off the suspension tool together with the bar, and in some cases, there is a concern that even a fatal accident may occur.
Therefore, conventionally, a technique has been proposed in which a protective material such as a net is stretched below the ceiling plate, and the ceiling material removed from the suspension is received by the protective material to prevent the ceiling material from falling.

例えば、特許文献1には、天井裏の梁に支持された吊り具を天井材よりも下方へ延ばし、束材の下端間に受材を架設し、受材にネット、ワイヤー、鉄骨材等の防護材を取り付けた吊天井構造が記載されている。
また、特許文献2には、天井裏に吊り具の上端を固定し、天井材に形成された貫通部に吊り具を通し、ネットを保持する枠部に吊り具の下端を固定して、ネットを天井材の下方に設置した吊天井構造が開示されている。
For example, in Patent Document 1, a suspension supported by a beam on the back of the ceiling is extended below the ceiling material, a receiving material is installed between the lower ends of the bundle material, and a net, a wire, a steel frame material, etc. A suspended ceiling structure with protective material attached is described.
In Patent Document 2, the upper end of a hanging tool is fixed to the back of the ceiling, the hanging tool is passed through a through portion formed in the ceiling material, and the lower end of the hanging tool is fixed to a frame portion that holds the net. A suspended ceiling structure is disclosed in which is installed below the ceiling material.

特開2014−1536号公報JP 2014-1536 A 特開2014−185507号公報JP 2014-185507 A

しかし、上記従来の天井構造では、既存の構造物にネット等の防護材を張る場合に、吊り具を梁等に固定する作業を狭い天井裏で行わなければならない。また、作業者が天井材に体重を預けたり、天井材上に載って作業することになり、危険である。さらに、天井材に吊り具を通すための貫通孔をあける必要があって、施工が面倒であった。
本発明が解決しようとする課題は、天井材の加工や天井裏での作業が不要であって、天井材の落下を防ぐためのフレキシブルな面材を簡単に設置することができるフェイルセーフ天井構造を提供することにある。
However, in the above-described conventional ceiling structure, when a protective material such as a net is stretched on an existing structure, the work of fixing the suspension to the beam or the like must be performed behind the narrow ceiling. In addition, it is dangerous because an operator deposits weight on the ceiling material or works on the ceiling material. Furthermore, it was necessary to make a through-hole for passing the lifting tool through the ceiling material, and the construction was troublesome.
A problem to be solved by the present invention is a fail-safe ceiling structure that does not require processing of the ceiling material or work on the back of the ceiling, and can easily install a flexible face material to prevent the ceiling material from falling. Is to provide.

請求項1に係る発明は、天井裏の構造体から天井材を吊り下げ、天井の下方にフレキシブルな面材を張ったフェイルセーフ天井構造であって、間隔をあけて配置した複数のワイヤーの両端を天井の両側下方において壁面に沿って取り付け、前記両側の壁面にのみ支持させたこれらのワイヤーで前記フレキシブルな面材を支持しており、前記ワイヤーの両端は、壁面に建造物の梁方向に対向して固定された、または、桁方向に対向して固定された長尺のレール部材に装着された駒部材に取り付けられており、レール部材は、リップ付き溝型材であって上下リップの間のスリットを室内側に向けて取付けられており、前記の駒部材は、前記レール部材が対向する方向から見るそれぞれの正面視が長方形が基本となる基本的に直方体であり、前記長方形の短辺の寸法は、前記レール部材におけるスリットの幅寸法よりも小さく、長辺の寸法は前記レール部材の上下フランジの内法寸法よりもわずかに大きく、前記直方体の奥行き方向の寸法は前記レール部材の内側空間の奥行寸法よりも小さく、さらに、前記直方体の奥行方向に伸びる4つの角稜の内、少なくとも1つの角稜が角取されており、前記の駒部材は、その長辺を水平にして前記のレール部材のスリットからレール部材の内側空間に嵌め、レール部材の長手方向に位置を調整した後、所定の箇所で前記対向する方向に沿った軸を中心に回転させてレール部材の内側に固定されるものである、ことを特徴としたフェイルセーフ天井構造である。
請求項2に係る発明は、前記ワイヤーは、前記駒部材が備えた門型の係止部にフックを係合させることにより駒部材に取付けられており、前記係止部は、前記駒部材が前記レール部材の内側に回転させて固定された状態において水平となるように前記駒部材に配置されていることを特徴とした請求項1に記載のフェイルセーフ天井構造である。
請求項3に係る発明は、前記ワイヤーは、ターンバックルと、ワイヤーに加わる外力の変動を吸収する弾性体もしくは付勢部材を有するダンパーを介して壁面に取り付けてあることを特徴とした請求項1又は2に記載のフェイルセーフ天井構造である。
請求項4に係る発明は、前記フレキシブルな面材はネットであることを特徴とした請求項1乃至3のうちいずれか1項に記載のフェイルセーフ天井構造である。
請求項5に係る発明は、前記のネットは、ステンレス細線を編成したものであり、前記ワイヤーを編み込んであることを特徴とした請求項4に記載のフェイルセーフ天井構造である。
請求項6に係る発明は、前記ダンパーに弾性材もしくは付勢手段の縮み量を観察する小窓と標準の縮み量を示す目印を設けてあることを特徴とした請求項3に記載のフェイルセーフ天井構造である。
また、別発明として、以下のものでもよい。
本発明は、天井裏の構造体から天井材を吊り下げ、天井材の下方にネット等のフレキシブルな面材を張ったフェイルセーフ天井構造に関し、梁方向または桁方向に間隔をあけて複数のワイヤーを配置し、これらの両端をそれぞれ前記天井材の下方において建造物の両側の壁面に沿って取り付け、前記両側の壁面にのみ支持させたこれら複数のワイヤーによって前記フレキシブルな面材を支持したことを特徴とする。
建造物壁面に沿ったワイヤーの固定には、ワイヤーを緊張させるためのターンバックルと、ワイヤーに加わる外力の変動を吸収するダンパーを介することが好ましい。
なお、フェイルセーフとは、天井材を吊り下げた構造に十分な安全を見込んではいるが、それでも万一、天井材が落下する可能性を想定し、その際に発生する被害を最小限に抑えるとの意味である。
また、建造物壁面に沿って取り付けるとは、建造物の壁面に取り付けることはもちろん、鉄骨造の場合などでは胴縁や柱の表面に取り付ける場合をも含める内容である。
The invention according to claim 1 is a fail-safe ceiling structure in which a ceiling material is suspended from a structure behind the ceiling and a flexible face material is stretched below the ceiling, and both ends of a plurality of wires arranged at intervals. Are attached along the wall surface below the both sides of the ceiling, and the flexible face material is supported by these wires supported only on the wall surfaces on both sides, and both ends of the wire are in the beam direction of the building on the wall surface. It is attached to a piece member mounted on a long rail member fixed oppositely or fixed oppositely in the spar direction, and the rail member is a grooved member with a lip between the upper and lower lips. The above-mentioned piece member is basically a rectangular parallelepiped whose basic front view viewed from the direction in which the rail members face each other is basically a rectangle, The dimension of the short side of the shape is smaller than the width dimension of the slit in the rail member, the dimension of the long side is slightly larger than the internal dimension of the upper and lower flanges of the rail member, and the dimension of the rectangular parallelepiped in the depth direction is It is smaller than the depth dimension of the inner space of the rail member, and further, at least one of the four corner ridges extending in the depth direction of the rectangular parallelepiped is chamfered. The rail member is horizontally fitted into the inner space of the rail member from the slit of the rail member, adjusted in the longitudinal direction of the rail member, and then rotated around the axis in the opposite direction at a predetermined location. This is a fail-safe ceiling structure characterized by being fixed inside.
According to a second aspect of the present invention, the wire is attached to the piece member by engaging a hook with a gate-type engaging portion provided in the piece member, and the engaging portion includes the piece member. 2. The fail-safe ceiling structure according to claim 1, wherein the fail-safe ceiling structure is disposed on the piece member so as to be horizontal in a state in which the rail member is rotated and fixed inside the rail member.
The invention according to claim 3 is characterized in that the wire is attached to the wall surface via a turnbuckle and a damper having an elastic body or a biasing member that absorbs fluctuations in external force applied to the wire. Or it is the fail safe ceiling structure of 2.
The invention according to claim 4 is the fail-safe ceiling structure according to any one of claims 1 to 3, wherein the flexible face material is a net.
The invention according to claim 5 is the fail-safe ceiling structure according to claim 4, wherein the net is formed by knitting stainless fine wires, and the wires are knitted.
The invention according to claim 6 is characterized in that the damper is provided with a small window for observing the amount of contraction of the elastic material or the biasing means and a mark indicating the standard amount of contraction. It is a ceiling structure.
As another invention, the following may be used.
The present invention relates to a fail-safe ceiling structure in which a ceiling material is suspended from a structure behind the ceiling, and a flexible surface material such as a net is stretched below the ceiling material, and a plurality of wires are spaced in the beam direction or the girder direction. These two ends are respectively attached along the wall surfaces on both sides of the building below the ceiling material, and the flexible face material is supported by the plurality of wires supported only on the wall surfaces on both sides. Features.
For fixing the wire along the wall of the building, it is preferable to use a turnbuckle for tensioning the wire and a damper that absorbs fluctuations in external force applied to the wire.
In addition, although fail safe is expected to be sufficiently safe for the structure in which the ceiling material is suspended, it is still assumed that the ceiling material may fall and minimize the damage that occurs at that time It means that.
The term “attached along the wall surface of the building” includes not only the attachment to the wall surface of the building but also the case of attachment to the surface of the trunk edge or the column in the case of a steel structure.

この発明は、前記のように天井材の下面側に配置するネット等のフレキシブルな面材を、建造物の壁面間に張設したワイヤーで支持することを特徴とするものであるから、ワイヤー両端の取付けは、建造物の壁面へ打ち込んだアイボルトやフックボルト等のアンカー金物へ取り付ける直接方式や、あるいは、前記両側の壁面にあらかじめ固定した長尺の取付け部材へ取り付ける間接方式のいずれでもよい。しかし、フレキシブルな面材の重量とワイヤーの張力に耐えられるものでなくてはならない。長尺の取付け部材はアングル型材やリブ付き溝型材(レール部材)等である。   The present invention is characterized in that the flexible surface material such as the net disposed on the lower surface side of the ceiling material as described above is supported by the wire stretched between the wall surfaces of the building. The attachment may be either a direct method of attaching to an anchor metal such as an eye bolt or a hook bolt driven into a wall surface of a building, or an indirect method of attaching to a long attachment member fixed in advance to the wall surfaces on both sides. However, it must be able to withstand the weight of the flexible face material and the tension of the wire. The long mounting member is an angle mold material, a ribbed groove mold material (rail member), or the like.

レール部材を用いる時は、レール部材に沿って移動と固定が可能な駒部材を利用し、駒部材にワイヤーの端部を取り付けることがある。
前記フレキシブルな面材はネットに限らず、織物や厚手の樹脂フイルムシート等であり、それぞれに天井が破壊された時に想定される天井材の落下による衝撃や重量及び被害を及ぼす可能性がある天井材破片の大きさ(素材により異なる)を受け止めることができるものでなくてはならない。
When the rail member is used, a piece member that can be moved and fixed along the rail member is used, and the end of the wire may be attached to the piece member.
The flexible face material is not limited to a net, but is a fabric, a thick resin film sheet, or the like, and a ceiling that may cause impact, weight, or damage due to falling of the ceiling material assumed when the ceiling is destroyed. It must be able to catch the size of the shards (depending on the material).

本発明によれば、天井材の下方にフレキシブルな面材を張る際に、狭い天井裏空間での作業が不要であり、天井材を加工する必要もないので、施工が容易である。
前記の建造物両側の壁面にワイヤーの端部を取り付ける時に、ターンバックルを利用すると、ターンバックルによってワイヤーを緊張させることができるので、フレキシブルな面材を大きく弛むことのないよう張ることができて美観に優れる。また、ダンパーを介在させると、ワイヤーに加わる外力の変動を吸収するので、地震によるフレキシブルな面材の振動や落下物によるフレキシブルな面材からの衝撃によってワイヤーやフレキシブルな面材が破断してしまうのを防止できる。
前記のように、ワイヤー両端の取付けは、建造物の壁面へ打ち込んだアンカー金物へ取り付ける直接方式とレール部材を利用する間接方式があるが、レール部材を利用する間接方式では、ワイヤーの位置やワイヤー間隔の調整が簡単である。
According to the present invention, when a flexible face material is stretched below the ceiling material, it is not necessary to work in a narrow ceiling space and it is not necessary to process the ceiling material, so that the construction is easy.
When attaching the end of the wire to the wall on both sides of the building, if you use a turnbuckle, you can tension the wire with the turnbuckle, so you can stretch the flexible face material so that it does not loosen greatly Excellent aesthetics. In addition, when a damper is interposed, fluctuations in external force applied to the wire are absorbed, so the wire and flexible face material will break due to the vibration of the flexible face material due to an earthquake and the impact from the flexible face material due to falling objects. Can be prevented.
As described above, the attachment of both ends of the wire includes the direct method of attaching to the anchor hardware driven into the wall of the building and the indirect method of using the rail member. However, in the indirect method of using the rail member, the position of the wire and the wire Easy to adjust the spacing.

一部を破断して示す建造物Aの斜視図。The perspective view of the structure A which fractures | ruptures and shows it. 模式的に示した建造物の要部断面図。Sectional drawing of the principal part of the building shown typically. ネットを張設した状態を示す平面図(実施例1)。A top view showing the state where a net was stretched (example 1). 第1レール部材とネットとの取付け状態を示した斜視図。The perspective view which showed the attachment state of the 1st rail member and a net | network. ワイヤーとターンバックルとの結合構造及びターンバックルの構造を示した一部断面図(長さ調整後)。The partial cross section figure (after length adjustment) which showed the connection structure of a wire and a turnbuckle, and the structure of a turnbuckle. ターンバックルを分解して示した正面図(一部断面)。The front view which disassembled and showed the turnbuckle (partial cross section). ワイヤーとターンバックルとの結合構造及びターンバックルの構造を示した一部断面図(長さ調整前)。The partial cross section figure (before length adjustment) which showed the connection structure of a wire and a turnbuckle, and the structure of a turnbuckle. 第1レール部材に対する駒部材の固定状態を示す正面図であり、〔イ〕は挿入時、(ロ)は固定時。It is a front view which shows the fixed state of the piece member with respect to a 1st rail member, [A] is at the time of insertion, (B) is at the time of fixation. 〔イ〕は、駒部材にターンバックルを係合させた状態の斜視図、〔ロ〕は他の例を示した参考斜視図。[A] is a perspective view of a state in which a turnbuckle is engaged with a piece member, and [B] is a reference perspective view showing another example. ネット張設作業の工程を示し、〔イ〕は第1工程、〔ロ〕は第2工程、〔ハ〕第3工程。The steps of net installation work are shown, [A] is the first step, [B] is the second step, and [C] is the third step. 第2レール部材とネットとの取付け状態を示した斜視図、〔イ〕はネット係合前、〔ロ〕はネット係合後。The perspective view which showed the attachment state of a 2nd rail member and a net, [A] is before a net engagement, [B] is after a net engagement. ネットを一方へ引き寄せた状態を示した平面図。The top view which showed the state which pulled the net | network to one side. ネットを張設した状態を示す平面図(実施例2)。A top view showing the state where a net was stretched (example 2). アンカー部分を示した斜視図。The perspective view which showed the anchor part. 作業用の開口部を示した斜視図(実施例3)。The perspective view which showed the opening part for work (Example 3). 開口部を備えたネットを、張設した状態で示す平面図。The top view which shows the net | network provided with the opening part in the stretched state. ネットを張設した状態で示す一部の平面図(実施例4)。The top view of a part shown in the state which stretched the net (Example 4). ワイヤーとターンバックルとの結合構造及びターンバックルの構造を示した一部断面図(長さ調整前)(実施例5)。Partial sectional drawing (Before length adjustment) which showed the connection structure of a wire and a turnbuckle, and the structure of a turnbuckle (Example 5). ターンバックルの他の例を示した一部断面図。The partial cross section figure which showed the other example of the turnbuckle. ターンバックルの他の例の要部を示した正面図。The front view which showed the principal part of the other example of a turnbuckle.

以下、本発明の実施例を図面に基づいて説明する。
実施例1は、体育館のようなスパンが大きな柱・梁構造の建造物Aに採用されたフェイルセーフ天井構造(図1、図2)である。なお、本発明のフェイルセーフ天井構造はこのような大面積の天井ばかりでなく、吊り天井構造を採用しているいわゆるオフィスビルの天井や商店、集会場、通路あるいは一般家庭の天井のように、中規模、小規模の天井などにも採用されるものである。
Embodiments of the present invention will be described below with reference to the drawings.
Example 1 is a fail-safe ceiling structure (FIGS. 1 and 2) employed in a building A having a pillar / beam structure with a large span such as a gymnasium. In addition, the fail-safe ceiling structure of the present invention is not only such a large-area ceiling, but also a ceiling of a so-called office building that adopts a suspended ceiling structure, a store, a meeting place, a passage, or a general household ceiling, It is also used for medium and small ceilings.

建造物Aは、左右の柱1間に梁2を架け渡し、前後の柱1間に桁3を架け渡し、さらに桁3間に屋根トラス4を架け渡して躯体が構成され、出入り口と窓などの開口箇所を除いて左右の壁面5a,5bと前後の壁面5c,5dとで四周が壁面5とされている。壁面5は少なくとも建造物A内部の天井6に近い上方部分及び下方部分では前後、左右の壁面5a〜5dが連続している。
天井6は、上端を梁2に固定した吊り具7の下端に天井材を取り付けて構成された吊り天井である(図2)。
なお、実施例1の建造物Aは、左右の柱間隔(スパン)が約15m、前後の柱間隔20mmであり、天井高さは約6mの体育館を想定したものである。
In Building A, a beam 2 is bridged between the left and right columns 1, a girder 3 is bridged between the front and rear columns 1, and a roof truss 4 is further bridged between the girders 3. Except for the opening portion, the left and right wall surfaces 5a and 5b and the front and rear wall surfaces 5c and 5d form a wall surface 5 on the four sides. The front and rear and left and right wall surfaces 5a to 5d are continuous in the wall surface 5 at least in an upper portion and a lower portion near the ceiling 6 inside the building A.
The ceiling 6 is a suspended ceiling configured by attaching a ceiling material to the lower end of a suspension 7 whose upper end is fixed to the beam 2 (FIG. 2).
In addition, the building A of Example 1 assumes a gymnasium with a left-right column interval (span) of about 15 m, a front-rear column interval of 20 mm, and a ceiling height of about 6 m.

天井6のやや下方に、天井材の落下を防ぐためのネット8をワイヤー9で支持し、張設してある(図1,2,3)。
ネット8はフレキシブルな面材の一つであり、この実施例では、ステンレスの細線を編んで網としたものである。ステンレス細線の網は強度が大きい上、張設後の外観が優美で比較的目立たない素材である。ネット8の網目は40mm〜60mm角である。
ワイヤー9はステンレス製で、実施例1において直径6mmであり、梁方向に張設され、桁方向に複数本が750mm〜900mmの間隔で配置される。ワイヤー9は左右の柱1の間隔より僅かに短く、その両端はそれぞれ建造物Aの左右両側の壁面5a,5bに固定される。複数本のワイヤー9の間隔は、ほぼ前記のとおりであるが、状況に応じて増減することがある。要するに建造物の両側の壁にのみ支持させた複数本のワイヤー9によってフレキシブルな面材を支持する。そのためフレキシブルな面材が垂れ下がるような場合は、複数本のワイヤー9の数をまし、ワイヤー9間のピッチを小さくしたりする。
A net 8 for preventing the ceiling material from falling is supported by a wire 9 slightly below the ceiling 6 (FIGS. 1, 2 and 3).
The net 8 is one of flexible face materials, and in this embodiment, a net is formed by knitting fine stainless steel wires. The stainless steel wire net has high strength, and the appearance after tension is elegant and relatively inconspicuous. The mesh of the net 8 is 40 mm to 60 mm square.
The wire 9 is made of stainless steel, has a diameter of 6 mm in Example 1, is stretched in the beam direction, and a plurality of wires 9 are arranged at intervals of 750 mm to 900 mm in the beam direction. The wire 9 is slightly shorter than the interval between the left and right pillars 1 and both ends thereof are fixed to the wall surfaces 5a and 5b on the left and right sides of the building A, respectively. The interval between the plurality of wires 9 is substantially as described above, but may be increased or decreased depending on the situation. In short, a flexible face material is supported by a plurality of wires 9 supported only on the walls on both sides of the building. Therefore, when a flexible face material hangs down, the number of the plurality of wires 9 is increased, and the pitch between the wires 9 is reduced.

実施例1では、前記の壁面5a,5bにレール部材10a,10b(図2,3)(第1レール部材10a,10bという)を対向して固定し、駒部材11とワイヤー9の端部に取付けたターンバックル12を用いて、ワイヤー9を壁面5a,5bに固定している(図4)。
ネット8とワイヤー9は、ネット8の網目にワイヤー9を上下方向でジグザグに刺通してネット8をワイヤー9に係合させてある(図4)。
In the first embodiment, rail members 10a and 10b (FIGS. 2 and 3) (referred to as first rail members 10a and 10b) are fixed to the wall surfaces 5a and 5b so as to face each other. The wire 9 is fixed to the wall surfaces 5a and 5b using the attached turnbuckle 12 (FIG. 4).
The net 8 and the wire 9 are engaged with the wire 9 by zigzaging the wire 9 in the vertical direction in the net of the net 8 (FIG. 4).

ターンバックル12(図5〜7)は、ケース部材13、フック部材14、ネジ軸部材15、カバー部材16、ゴムダンパー(緩衝部材)17及び栓体18を備える(図5,6)。
ケース部材13は、金属または丈夫な合成樹脂で形成された筒状で、一端に雄ネジ部19を、他端に雌ネジ部20を備え、長さ方向中央部に、筒状の直径方向に貫通させた工具挿通孔21を穿設してある。前記雄ネジ部19の内面にはケース雌ネジ22が形成されている。
The turnbuckle 12 (FIGS. 5 to 7) includes a case member 13, a hook member 14, a screw shaft member 15, a cover member 16, a rubber damper (buffer member) 17, and a plug 18 (FIGS. 5 and 6).
The case member 13 has a cylindrical shape made of metal or a strong synthetic resin. The case member 13 has a male screw part 19 at one end and a female screw part 20 at the other end. A penetrated tool insertion hole 21 is formed. A case female screw 22 is formed on the inner surface of the male screw portion 19.

フック部材14は、直部23とその一端を折り返してほぼ平行とした比較的長いフック部24とを有している。直部23の一端(図で右端)は雄ネジに形成され、ここに抜け止めナット25が螺合され、他端は、フック部24につながっている。
ネジ軸部材15は、ネジ棒部26、工具掛け部27及びカシメ部28を一体に備え、ネジ棒部26には止めナット29が螺合される。ネジ棒部26は、前記の雄ネジ部19における内面のケース雌ネジ22に螺合することができる。また、カシメ部28は端面が開口した筒状とされており、ワイヤー9の端部を差し込めるようになっている。
The hook member 14 has a straight part 23 and a relatively long hook part 24 which is folded back at one end and made substantially parallel. One end (right end in the figure) of the straight portion 23 is formed as a male screw, a retaining nut 25 is screwed therein, and the other end is connected to the hook portion 24.
The screw shaft member 15 is integrally provided with a screw rod portion 26, a tool hook portion 27, and a caulking portion 28, and a lock nut 29 is screwed onto the screw rod portion 26. The screw rod portion 26 can be screwed into the case female screw 22 on the inner surface of the male screw portion 19. The crimping portion 28 has a cylindrical shape with an open end surface so that the end of the wire 9 can be inserted.

カバー部材16は、ケース部材13と同じ外形を有する筒状で、前記ネジ軸部材15とほぼ等しい長さを有し、一端はワイヤー9を通すための通孔30を有して閉鎖されている。カバー部材16の他端は内面にカバー側雌ネジ31が形成されている。カバー部材16は、前記のカバー側雌ネジ31をケース部材13の雄ネジ部19に螺合させてケース部材13へ一体に取り付けることができる。
ダンパー17は、実施例1において、ケース部材13の内径よりも僅かに小さな外径のゴムリングを複数個重ねたものであり、フック部材14の直部23に挿し通して利用する。
栓体18は、中央に前記フック部材14の直部23を通す貫通孔32を有するとともに外周に栓体雄ネジ33が形成されている。
The cover member 16 has a cylindrical shape having the same outer shape as that of the case member 13, has a length substantially equal to that of the screw shaft member 15, and has one end closed with a through hole 30 through which the wire 9 is passed. . A cover side female screw 31 is formed on the inner surface of the other end of the cover member 16. The cover member 16 can be integrally attached to the case member 13 by screwing the cover-side female screw 31 into the male screw portion 19 of the case member 13.
In the first embodiment, the damper 17 is formed by stacking a plurality of rubber rings having an outer diameter slightly smaller than the inner diameter of the case member 13, and is used by being inserted into the straight portion 23 of the hook member 14.
The plug body 18 has a through hole 32 through which the straight portion 23 of the hook member 14 is passed in the center, and a plug male screw 33 is formed on the outer periphery.

ワイヤー9にその端からカバー部材16を嵌め込み、ついでワイヤー9の端部をネジ軸部材15のカシメ部28に差し込んでカシメ付ける。そして、ネジ軸部材15のネジ棒部26に止めナット29を螺合させてから、ネジ軸部材15をケース部材13のケース雌ネジ22に螺合させておく。
フック部材14の直部23に栓体18、ダンパー17をこの順序ではめ込んだ後、前記直部23先端の雄ネジに抜け止めナット25を螺合しておく。
そして、前記の抜け止めナット25とダンパー17をケース部材13の中空部へはめ込んだ後、栓体18の栓体雄ネジ33をケース部材13他端の雌ネジ部20に螺合させてフック部材14とケース部材13を組み付ける。
The cover member 16 is fitted into the wire 9 from its end, and then the end portion of the wire 9 is inserted into the crimping portion 28 of the screw shaft member 15 to be crimped. Then, after a locking nut 29 is screwed to the screw rod portion 26 of the screw shaft member 15, the screw shaft member 15 is screwed to the case female screw 22 of the case member 13.
After the plug 18 and the damper 17 are fitted in this order in the straight part 23 of the hook member 14, a retaining nut 25 is screwed onto the male screw at the tip of the straight part 23.
Then, after the retaining nut 25 and the damper 17 are fitted into the hollow portion of the case member 13, the plug male screw 33 of the plug body 18 is screwed into the female screw portion 20 at the other end of the case member 13 to hook the hook member. 14 and the case member 13 are assembled.

これにより、ワイヤー9とフック部24は、ネジ軸部材15とケース部材13及びフック部材14によるターンバックル機構(ターンバックル12)で結合される(図7)。この機構において、ネジ棒部26とケース部材13との螺合長さはケース部材13を回転させることで調整が可能であり、フック部材14の直部23は栓体18の貫通孔32を通って、ケース部材13の軸方向への移動とその軸周りでの回転が可能である。   Thereby, the wire 9 and the hook part 24 are couple | bonded by the turnbuckle mechanism (turnbuckle 12) by the screw shaft member 15, the case member 13, and the hook member 14 (FIG. 7). In this mechanism, the screwing length between the screw rod portion 26 and the case member 13 can be adjusted by rotating the case member 13, and the straight portion 23 of the hook member 14 passes through the through hole 32 of the plug 18. Thus, the movement of the case member 13 in the axial direction and the rotation around the axis are possible.

前記の第1レール部材10a,10bは上下のフランジの先端にリップが対向して形成されているリップ付き溝型材であって上下リップ間のスリット34を室内側に向け、対向させた状態で壁面5a,5bに固定してあり(図4)、その内側空間に駒部材11が取り付けられている(図8)。駒部材11は、図9に示すように、前記レール部材が対向する方向から見るそれぞれの正面視が長方形が基本となる基本的に直方体であり、前記長方形の短辺aの寸法は、第1前記レール部材10a,10bにおけるスリットの幅寸法よりも小さく、長辺bの寸法は前記第1レール部材10a,10bの上下フランジの内法寸法よりもわずかに大きい。また、前記直方体の奥行き方向の寸法は前記第1レール部材10a,10bの内側空間の奥行寸法よりも小さい。さらに、前記直方体の奥行方向に伸びる4つの角部(角稜と呼ぶ)の内、少なくとも1つの角稜が角取されている。
なお、駒部材11の室内側面には、門形の係止部35が一体に形成されている。
The first rail members 10a and 10b are grooved members with lips formed so that the lips are opposed to the ends of the upper and lower flanges, with the slits 34 between the upper and lower lips facing the indoor side and facing the wall surface. It is fixed to 5a and 5b (FIG. 4), and the piece member 11 is attached to the inner space (FIG. 8). As shown in FIG. 9, the piece member 11 is basically a rectangular parallelepiped in which each front view seen from the direction in which the rail members face each other is basically a rectangle, and the dimension of the short side a of the rectangle is the first The width of the slits in the rail members 10a and 10b is smaller than that of the slits, and the length of the long side b is slightly larger than the internal dimensions of the upper and lower flanges of the first rail members 10a and 10b. Moreover, the dimension of the rectangular parallelepiped in the depth direction is smaller than the depth dimension of the inner space of the first rail members 10a and 10b. Furthermore, at least one corner ridge is rounded out of four corners (called corner ridges) extending in the depth direction of the rectangular parallelepiped.
Note that a gate-shaped locking portion 35 is integrally formed on the indoor side surface of the piece member 11.

前記の駒部材11は、その長辺bを水平にした横に回転させた姿勢で第1レール部材10a,10bのスリット34から第1レール部材10a,10bの内側空間へ嵌め込み(図8〔イ〕)、レール部材の長手方向に位置を調整した後、所定の箇所で前記の角取りした側を先にして90°回転させると、すなわち、前記対向する方向に沿った軸を中心に回転させると、駒部材11の短辺a側の面が第1レール部材10a,10bを僅かに押し上げ、この内面に圧接されてその位置に固定される(図8〔ロ〕)。
駒部材11の前記係止部35は、駒部材11が第1レール部材10a,10bに固定された状態において、フック部材14との係合箇所が水平となるように配置される(図9〔イ〕)。
前記の図9〔イ〕のように、係合箇所が水平であると、地震等でワイヤー9が上下に揺れても、フック部材14のフック部24は係止部35との係合箇所を中心として上下に回動するだけで駒部材33に大きな外力が加わらない。これに対して、図9〔ロ〕のように、フック部24との係合箇所が垂直であったりすると、フック部24が係合箇所を挟んだまま回転したときのモーメントで、係止部35に対してフック部材14の基部が捻られて、この基部が破損しやすくなる。
The piece member 11 is fitted into the inner space of the first rail member 10a, 10b from the slit 34 of the first rail member 10a, 10b in a posture rotated sideways with the long side b horizontal (see FIG. ]) After adjusting the position of the rail member in the longitudinal direction, if it is rotated 90 ° with the chamfered side first at a predetermined location, that is, it is rotated about the axis along the opposing direction. Then, the surface on the short side a side of the piece member 11 slightly pushes up the first rail members 10a and 10b, and is pressed against and fixed to the inner surface (FIG. 8 [B]).
The engaging portion 35 of the piece member 11 is arranged so that the engaging portion with the hook member 14 is horizontal when the piece member 11 is fixed to the first rail members 10a and 10b (FIG. 9 [ B)
As shown in FIG. 9A, when the engaging portion is horizontal, the hook portion 24 of the hook member 14 can be engaged with the engaging portion 35 even when the wire 9 swings up and down due to an earthquake or the like. A large external force is not applied to the piece member 33 only by rotating up and down as the center. On the other hand, as shown in FIG. 9B, when the engagement portion with the hook portion 24 is vertical, the moment when the hook portion 24 rotates with the engagement portion sandwiched between them, The base portion of the hook member 14 is twisted with respect to 35, and this base portion is easily damaged.

ネット8は、次のようにして張設される。
端部にターンバックル12を取り付けたワイヤー9をネット8の網目へジグザグにくぐらせる。
ついで、ネット8を床に広げる(図10〔イ〕)。
ワイヤー9は、実施例1において、第1レール部材10a,10bを設置した両側の壁面5a,5b間に亘る方向(梁方向)へ、あらかじめ求められた必要本数を平行に配置する。
両端のターンバックル12のフック部24に補助の曳き綱36を取付ける。
次に、作業台や昇降可能な機器を利用し、一方のターンバックル12の曳き綱36を引き、引き上げたターンバックル12のフック部24を一方の壁面5aに固定されている第1レール部材10aの駒部材11に係合する。これにより、ワイヤー9の一端を第1レール部材10aに取り付ける。このとき、ターンバックル12のフック部24は、駒部材11の係止部35に係合させる。係合態様は、前記のように、水平な係止部35にフック部24が係合箇所を中心に垂直な面で回転できる態様である(図9〔イ〕)。
なお、駒部材11は、第1レール部材10bのスリット34から差し込まれ、あらかじめ目印を付けておいた箇所において90°回転されてその箇所に固定されている(図8〔イ〕、同〔ロ〕)。
The net 8 is stretched as follows.
The wire 9 with the turnbuckle 12 attached to the end is passed through the mesh of the net 8 in a zigzag manner.
Next, the net 8 is spread on the floor (FIG. 10 [A]).
The wire 9 arrange | positions the required number calculated | required previously in parallel in the direction (beam direction) between the wall surfaces 5a and 5b of the both sides which installed the 1st rail member 10a, 10b in Example 1. FIG.
Auxiliary ropes 36 are attached to the hook portions 24 of the turnbuckles 12 at both ends.
Next, by using a workbench or a device that can be raised and lowered, the first rail member 10a in which the pulling rope 36 of one turnbuckle 12 is pulled and the hook portion 24 of the turned turnbuckle 12 is fixed to one wall surface 5a. The piece member 11 is engaged. Thereby, the end of the wire 9 is attached to the 1st rail member 10a. At this time, the hook portion 24 of the turnbuckle 12 is engaged with the locking portion 35 of the piece member 11. As described above, the engagement mode is a mode in which the hook portion 24 can rotate on the horizontal locking portion 35 on a plane perpendicular to the engagement portion (FIG. 9 [A]).
Note that the piece member 11 is inserted from the slit 34 of the first rail member 10b, and is rotated by 90 ° at a previously marked place and fixed at that place (see FIGS. 8A and 8B). ]).

これを繰り返して各ワイヤー9の一方のターンバックル12を全て一方の壁面5aに取り付ける(図10〔ロ〕)。
同様にして、ワイヤー9の他端も曳き綱36を利用して引き上げ、他方の壁面5bに取り付ける(図10〔ハ〕)。
なお、以上の作業において、ワイヤー9にはネット8の重量が加わっており、場合によっては図10〔ロ〕のように、ワイヤー9の一端部でさえ、第1レール部材5aの位置まで引き上げることが困難なことがある。この時は、ワイヤー9に沿ってネット8を反対側へ手繰り寄せておき、ワイヤー9の一端側を軽くして第1のレール部材5aに係合させ、後にネット8をもとに戻すことで巻き上げの労力を軽減できる。反対側の場合も同様に行い、最後に中央に集まっているネット8を両側へ広げるようにしてもとにもどす。
また、前記の場合も含め、作業員一人でワイヤー9の端部を持ち上げるのは困難なときは、別の作業員がさすまた(先端が二股となった支持道具)等を用いてワイヤー9の中間部を下方から押し上げることが望ましい。
また、ワイヤー9の一端や他端を第1レール部材10a,10bの位置まで引き上げるのに滑車具や簡単な巻揚げ具を利用すると、作業時間を短縮し、労力を軽減することができる。
さらに、前記では、ワイヤー9の端部へターンバックル12を完全に取り付けてからネット8の網目をくぐらせているが、網目に対してターンバックル12が大きく、くぐらせにくいときは、ワイヤー9に前記のカバー部材16を差し込んでおいてから次に前記ネジ軸部材15のカシメ部28にワイヤー9の端部をカシメ付け、そのままの状態で網目をくぐらせる。そして、くぐらせた後に、他のケース部材13やフック部材14を装着する。
加えて、図19のように、カバー部材16を先端が閉鎖されていない筒型にすると、このカバー部材16も、ネジ軸部材15を取り付けただけのワイヤー9を網目にくぐらせた後に装着することができ、ネット8にワイヤー9をくぐらせる作業をよりスムーズに行え、作業時間を短縮することができる。
By repeating this, one turn buckle 12 of each wire 9 is all attached to one wall surface 5a (FIG. 10 [B]).
Similarly, the other end of the wire 9 is also pulled up using the rope 36 and attached to the other wall surface 5b (FIG. 10 [C]).
In the above operation, the weight of the net 8 is added to the wire 9, and in some cases even one end of the wire 9 is pulled up to the position of the first rail member 5a as shown in FIG. May be difficult. At this time, by pulling the net 8 along the wire 9 to the opposite side, lightening one end side of the wire 9 to engage with the first rail member 5a, and then returning the net 8 to its original state. The winding effort can be reduced. The same operation is performed on the opposite side, and finally the net 8 gathered at the center is expanded to both sides.
In addition, including the above case, when it is difficult for one worker to lift the end of the wire 9, another worker points (the support tool with a bifurcated tip) to the middle of the wire 9. It is desirable to push up the part from below.
Further, when a pulley or a simple hoisting tool is used to pull up one end or the other end of the wire 9 to the position of the first rail members 10a and 10b, the working time can be shortened and labor can be reduced.
Furthermore, in the above, the turnbuckle 12 is completely attached to the end of the wire 9 and then the mesh of the net 8 is passed through. However, when the turnbuckle 12 is large with respect to the mesh and difficult to pass through, the wire 9 After the cover member 16 is inserted, the end of the wire 9 is then crimped to the crimping portion 28 of the screw shaft member 15, and the mesh is passed through as it is. Then, after passing, the other case member 13 and the hook member 14 are attached.
In addition, as shown in FIG. 19, when the cover member 16 has a cylindrical shape whose tip is not closed, the cover member 16 is also mounted after the wire 9 having the screw shaft member 15 attached is passed through the mesh. Therefore, the operation of passing the wire 9 through the net 8 can be performed more smoothly, and the operation time can be shortened.

ついで、ターンバックル12のケース部材13に設けた工具挿通孔21(図7)ヘドライバー等を差し込んでケース部材13を回転させ、各ワイヤー9をそれぞれに緊張させる。これによって、ワイヤー9及びネット8の弛みを解消する。この時、ネジ軸部材15の工具掛け部27をスパナ等で回転止めしてネジ軸部材15とケース部材13との共回りを規制する。そして、ワイヤー9の張力が適切となったところで、すなわち、ターンバックル12が適切な長さとなったところで、止めナット29をケース部材13の端面に接するまで移動させてネジ軸部材15の軸方向位置を固定する。
ワイヤー9の緊張に伴って、フック部材14がケース部材13から抜け出るので、フック部材14の直部23にはめ込まれたダンパー17は、栓体18と抜け止めナット25との間に挟まれた状態で圧縮される。
このとき、図20のように、ケース部材13にダンパー17における弾性材もしくは付勢手段の縮み量を観察できる小窓57を設けるとともに標準の縮み量(ワイヤー9の張力が適正な状態となる量)を示す目印58を設けてあると複数本のワイヤー9の張力を一定なものに整え、また、ワイヤー9間の張力を均等に維持しやすい。さらに、これにより、ワイヤー9の張力が低すぎてネット8が緩んだ状態となって美感を損ねたり、逆にワイヤー9の張力が高すぎて振動や落下物による衝撃でワイヤー9やネット8が破断してしまったりするなどの事態を避けることができる。すなわち、小窓57と目印58を設けることで、ワイヤー9が緩んでしまった場合の調整が容易であり、ワイヤー9を所定の張力に維持しやすい。
Next, a screwdriver or the like is inserted into the tool insertion hole 21 (FIG. 7) provided in the case member 13 of the turnbuckle 12 to rotate the case member 13 and tension each wire 9. Thereby, the slack of the wire 9 and the net 8 is eliminated. At this time, the tool hooking portion 27 of the screw shaft member 15 is prevented from rotating with a spanner or the like to restrict the joint rotation of the screw shaft member 15 and the case member 13. Then, when the tension of the wire 9 becomes appropriate, that is, when the turnbuckle 12 has an appropriate length, the locking nut 29 is moved until it comes into contact with the end surface of the case member 13, and the axial position of the screw shaft member 15 is reached. To fix.
Since the hook member 14 comes out of the case member 13 with the tension of the wire 9, the damper 17 fitted in the straight portion 23 of the hook member 14 is sandwiched between the plug 18 and the retaining nut 25. It is compressed with.
At this time, as shown in FIG. 20, the case member 13 is provided with a small window 57 through which the amount of contraction of the elastic member or the biasing means in the damper 17 can be observed, and the standard amount of contraction (the amount by which the tension of the wire 9 is in an appropriate state). ) Is provided, the tension of the plurality of wires 9 can be made constant, and the tension between the wires 9 can be easily maintained. In addition, the tension of the wire 9 is too low and the net 8 is loosened to impair the aesthetics. Conversely, the tension of the wire 9 is too high and the wire 9 and the net 8 are affected by vibration or falling objects. You can avoid situations such as breaking. That is, by providing the small window 57 and the mark 58, it is easy to adjust when the wire 9 is loosened, and it is easy to maintain the wire 9 at a predetermined tension.

このようにして、ワイヤー9によりネット8が天井6の下方に張設される。また、ワイヤー9はターンバックル12により緊張され、かつ、ダンパー17により緊張状態が維持される。これに伴いネット8もほぼ平坦に張設されるので、フェイルセーフ構造の天井であっても見栄えがよい。なお、前記したが、ワイヤー9間のピッチを小さくして数多くのワイヤー9でネット8bの垂れ下がりを支持させるとワイヤー9を緊張させる程度が緩和されワイヤー9の伸びを抑制できる。
さらに、地震の揺れでワイヤー9が振動したり、天井材がネット8上に落下してワイヤー9に衝撃が加わったりしても、ターンバックル12に内蔵したダンパー17がワイヤー9に加わる外力の変動を吸収するため、ワイヤー9及びネット8の破断や、ワイヤー9両端と第1レール部材10a,10bとの連結部分が破損して外れてしまうのを防止できる。この時も、ワイヤー9間のピッチを小さくして天井材が落下した衝撃を間近の複数のダンパー17で緩和させ、ダンパー17個々の負担を小さくすることができる。
なお、ネット8の耐力は、安全性を高めるために、基準の3倍以上である66kg/m2程度とするのが望ましい。
In this way, the net 8 is stretched below the ceiling 6 by the wire 9. Further, the wire 9 is tensioned by the turnbuckle 12 and the tensioned state is maintained by the damper 17. Along with this, the net 8 is also stretched almost flat, so that it looks good even on a fail-safe ceiling. As described above, when the pitch between the wires 9 is reduced and the drooping of the net 8b is supported by a large number of wires 9, the degree of tension of the wire 9 is relaxed, and the elongation of the wire 9 can be suppressed.
Furthermore, even if the wire 9 vibrates due to an earthquake, or the ceiling material falls on the net 8 and an impact is applied to the wire 9, the external force applied to the wire 9 by the damper 17 built in the turnbuckle 12 is changed. Therefore, it is possible to prevent the wire 9 and the net 8 from being broken and the connecting portions between the both ends of the wire 9 and the first rail members 10a and 10b from being damaged and detached. At this time, the pitch between the wires 9 can be reduced to reduce the impact of the falling ceiling material with the plurality of nearby dampers 17, and the individual burden on the dampers 17 can be reduced.
The proof strength of the net 8 is preferably about 66 kg / m 2, which is more than three times the standard in order to enhance safety.

次いで、カバー部材16をケース部材13に接近させてネジ軸材15を被覆し、カバー側雌ネジ部31をカバー部材13の雄ネジ部19に螺合してケース部材13とカバー部材16を結合する(図5)。
張設したネット8の梁方向両側の縁37a,37bと桁方向両側の縁38a,38bは、適宜な手段により左右の壁面5a,5b及び前後の壁面5c,5dに固定される(図3)。
実施例1では、左右の壁面5a,5bの第1レール部材10a,10bに梁側スライド部材39a(39b)(図4)を前記のスリット34とその上下のリップを利用してスライド可能に取り付け、これに設けたフック40にネット8の梁方向両側の縁37a,bを引っ掛けている。
Next, the cover member 16 is brought close to the case member 13 to cover the screw shaft 15, and the cover side female screw portion 31 is screwed to the male screw portion 19 of the cover member 13 to couple the case member 13 and the cover member 16. (FIG. 5).
Edges 37a, 37b on both sides in the beam direction and edges 38a, 38b on both sides in the beam direction of the stretched net 8 are fixed to the left and right wall surfaces 5a, 5b and the front and rear wall surfaces 5c, 5d by appropriate means (FIG. 3). .
In the first embodiment, beam-side slide members 39a (39b) (FIG. 4) are slidably attached to the first rail members 10a, 10b of the left and right wall surfaces 5a, 5b using the slit 34 and the upper and lower lips thereof. The edges 37 a and b on both sides of the net 8 in the beam direction are hooked on the hook 40 provided on the hook 40.

スライド部材39a,39bは、ワイヤー9を取り付けるための駒部材11の間に位置しており、第1レール10a,10bに対してワイヤー用の駒部材11と同様、適宜位置で90°回転させて位置固定できる構造であっても良いし、駒の高さ寸法をわずかに小さくしてスライド可能なままとしてもよい。スライド可能なままでも、ネット8の張力でスライド部材39a、39bの位置はおおよそ定まり、また、位置固定されている2つのワイヤー用駒部材11間の範囲でしか移動できない。スライド部材39a,39bのフック40は上方に向いており、ネット8の縁37a(37b)を引き寄せて網目の角をフック40に掛けることで取り付ける。
これにより、張設したネット8の梁方向両側の縁37a,37bと左右の壁面5a,5bとの間にネット8が存在しない無ネット領域が解消され、フェイルセーフ構造天井による安全性が向上する。
The slide members 39a and 39b are located between the piece members 11 for attaching the wires 9, and are rotated by 90 ° at appropriate positions with respect to the first rails 10a and 10b, similarly to the piece members 11 for wires. A structure that can fix the position may be used, or the height dimension of the piece may be slightly reduced so as to be slidable. Even if it is slidable, the positions of the slide members 39a and 39b are roughly determined by the tension of the net 8, and can move only within the range between the two wire piece members 11 whose positions are fixed. The hooks 40 of the slide members 39a and 39b face upward, and are attached by pulling the edge 37a (37b) of the net 8 and hooking the corners of the mesh on the hook 40.
This eliminates the net-free area where the net 8 does not exist between the edges 37a, 37b on both sides in the beam direction of the stretched net 8 and the left and right wall surfaces 5a, 5b, and improves the safety by the fail-safe structure ceiling. .

また、実施例1では、前後の壁面5c,5dに第2レール部材41a,41bを取付けこれに装着したスライド部材39c、39d利用してネット8の桁方向両側の縁38a,38bを取り付けている(図3)。第2レール部材41a,41bは、第1レール部材10a,10bと同様なリップ付き溝型材であり、第1レール部材10a,10bと同じ高さに固定してある。第2レール部材41a,41bには、第1レール部材10a,10bと同様に、内部空間にスライド部材39c,39dが長手方向でスライド可能に装着されている。スライド部材39c,39dはフック40を有し、第2レール部材41a,41bのリップ間スリットから突出させている。スライド部材39c,39dは、前記同様、第2レール部材41a,41bに対して適宜位置で90°回転させて位置固定できる構造であっても良いし、駒の高さ寸法をわずかに小さくしてスライド可能なままとしてもよい。
いずれにしても、これにより、張設したネット8の桁方向両側の縁38a,38bと前後の壁面5c,5dとの間にネット8が存在しない無ネット領域が解消され、フェイルセーフ構造天井による安全性がさらに向上する。
前記において、ネット8の梁方向両側の縁37a,37bと左右のスライド部材39a、39bとの連結、及び桁方向両側の縁38a,38bと前後のスライド部材39c,39dとの連結は、ネット8における結節部分で行われる。すなわち、ネット8の張り方は、網目の結節部が梁方向、桁方向に並んだひし形となる。このように、網目をひし形にすると網目の結節部をスライド部材39のフック40に掛けるので、丈夫であるし、隣接するネットを接合する必要があるときに結節部どうしで結合することができる。さらに、ワイヤー9をくぐらせるとき、刺し込み方向が網目の対角線方向と長くなるので、作業をしやすい。
In the first embodiment, the second rail members 41a and 41b are attached to the front and rear wall surfaces 5c and 5d, and the edges 38a and 38b on both sides of the net 8 are attached using the slide members 39c and 39d attached thereto. (Figure 3). The second rail members 41a and 41b are grooved members with lips similar to the first rail members 10a and 10b, and are fixed at the same height as the first rail members 10a and 10b. Similarly to the first rail members 10a and 10b, slide members 39c and 39d are mounted on the second rail members 41a and 41b so as to be slidable in the longitudinal direction. The slide members 39c and 39d have hooks 40 and protrude from the slits between the lips of the second rail members 41a and 41b. Similarly to the above, the slide members 39c and 39d may be structured such that the slide members 39c and 39d can be fixed in position by rotating 90 ° at appropriate positions with respect to the second rail members 41a and 41b. It may be possible.
In any case, this eliminates the net-free area where the net 8 does not exist between the edges 38a, 38b on both sides of the string 8 of the stretched net 8 and the front and rear wall surfaces 5c, 5d. Safety is further improved.
In the above, the connection between the edges 37a, 37b on both sides in the beam direction of the net 8 and the left and right slide members 39a, 39b, and the connection between the edges 38a, 38b on both sides in the beam direction and the front and rear slide members 39c, 39d are as follows. At the nodule part. That is, the net 8 is stretched in a rhombus shape in which the knots of the mesh are arranged in the beam direction and the girder direction. In this way, when the mesh is formed into a rhombus, the mesh knot is hooked on the hook 40 of the slide member 39, so that the mesh is strong and can be connected to each other when the adjacent nets need to be joined. Furthermore, when the wire 9 is passed, the piercing direction becomes longer than the diagonal direction of the mesh, which makes it easy to work.

なお、第2レール部材41a,41bに対してスライド部材39c,39dをスライド可能なままにすると、桁方向の第1レール部材10aあるいは10bの前記スライド部材39aあるいは同39bとネット8との係合を解いて、ネット8をワイヤー9に沿って梁方向に滑らせ、ネット8をカーテンのように梁方向の一方へ片寄せることができる(図12)。
この構造は、天井6に取り付けてある照明や空調機器などのメインテナンスの際、ネット8を必要な位置まで引き寄せればよいので、労力を要するワイヤー9やネット8の取り外し取付けを必要とせず、メインテナンス作業が容易となる。
このように、ネット8を梁方向の一方へ片寄せるためには、ワイヤー9の中間部を天井6から吊り下げるなどのことをせず、ワイヤー9を両端部のみで支持する必要がある。
また、ワイヤー9は、図12のように短辺方向に張設することが好ましい。
If the slide members 39c and 39d are slidable with respect to the second rail members 41a and 41b, the slide member 39a or 39b of the first rail member 10a or 10b in the spar direction and the net 8 are engaged. The net 8 can be slid along the wire 9 in the beam direction, and the net 8 can be shifted to one side in the beam direction like a curtain (FIG. 12).
This structure requires only the net 8 to be pulled to the required position when performing maintenance such as lighting and air conditioning equipment attached to the ceiling 6, so that it is not necessary to remove and attach the wires 9 and net 8 which require labor. Work becomes easy.
Thus, in order to shift the net 8 to one side in the beam direction, it is necessary to support the wire 9 only at both ends without hanging the intermediate portion of the wire 9 from the ceiling 6.
The wire 9 is preferably stretched in the short side direction as shown in FIG.

図13は、第2の実施例を示し、建造物Bは建造物Aと異なり、鉄骨コンクリート造りのような、天井6の近くでも室内側に柱が大きく張り出している構造である。
このような建造物Bでは、壁面5の同じ高さ位置に、壁面5の凹凸に沿って複数のアンカー42(例えば、図14)を打ち込み、その係止部35にワイヤー9の端部を係合させてワイヤー9を壁面5a,5b間へ固定する(直接方式)。ワイヤー9の長さは壁面5の凹凸によって異なってくるが、実施例1と同様にワイヤー9の端部にフック部24とダンパー17を備えたターンバックル12を利用できる。
実施例2の構造でも、ネット8と壁面5a〜5d間に生じる無ネット領域を縮小するために、実施例1のスライド部材39に相当するアンカー(図示していない)を打ち込み、これにネット9の辺縁を係合させる(図13)。
FIG. 13 shows a second embodiment. Unlike the building A, the building B has a structure in which pillars are greatly projected on the indoor side even near the ceiling 6, such as a steel concrete structure.
In such a building B, a plurality of anchors 42 (for example, FIG. 14) are driven at the same height position of the wall surface 5 along the unevenness of the wall surface 5, and the end portion of the wire 9 is engaged with the locking portion 35. Together, the wire 9 is fixed between the wall surfaces 5a and 5b (direct method). Although the length of the wire 9 varies depending on the unevenness of the wall surface 5, the turnbuckle 12 having the hook portion 24 and the damper 17 at the end of the wire 9 can be used as in the first embodiment.
Even in the structure of the second embodiment, an anchor (not shown) corresponding to the slide member 39 of the first embodiment is driven into the net 9 in order to reduce the non-net area generated between the net 8 and the wall surfaces 5a to 5d. Are engaged (FIG. 13).

実施例1のような間接方式は、壁面5(5a〜5d)に凹凸が少ない建造物Aの場合に適合するが、実施例2のような直接方式は、大きな無ネット領域の発生を抑制する点から、壁面5(5a〜5d)に凹凸がある建造物Bの場合に適合すると言える。
なお、ワイヤー9の張設方向は、桁と平行とすることもあり、また、梁や桁に対して斜行することもある。ワイヤー9どうしは必ずしも平行でなくても良く、天井6の形態などの状況に応じて選択することができる。
The indirect method as in the first embodiment is suitable for the case of the building A with less unevenness on the wall surface 5 (5a to 5d), but the direct method as in the second embodiment suppresses the generation of a large net-free area. From the point, it can be said that it is suitable for the case of the building B having the unevenness on the wall surface 5 (5a to 5d).
In addition, the extending | stretching direction of the wire 9 may be parallel to a girder, and may skew with respect to a beam or a girder. The wires 9 do not necessarily have to be parallel to each other, and can be selected according to the situation such as the form of the ceiling 6.

図15は実施例3であり、前記直接方式で張設されたネット9に作業用の開口部43を設けた構造である。作業用の開口部43は、ネット9における矩形部分44(図16)の三方が切り離されて、残った一辺を蝶番部として前記の矩形部分44が下方へ垂れ下がることにより、ネット8の一部が開口する。矩形部分44は、天井6に配置されている照明器具45や換気器具の直下に配置され、前記の三方の切欠きはジッパー46で連結される。即ち、あらかじめ閉じた状態のジッパー46を開口部43として予定する箇所の三方に固定(接着、縫い付けなど)し、次いで、ジッパー46を開き、ジッパー46の噛み合い歯の間に位置するネット8をジッパーに沿って三辺とも線状に切断する。ジッパー46を閉じれば切断された両側のネット8は連結され、開口部43が閉じる。   FIG. 15 shows a third embodiment in which a work opening 43 is provided in the net 9 stretched by the direct method. The working opening 43 is cut off from the three sides of the rectangular portion 44 (FIG. 16) in the net 9, and the rectangular portion 44 hangs downward with the remaining one side as a hinge portion. Open. The rectangular portion 44 is disposed immediately below the lighting device 45 and the ventilation device disposed on the ceiling 6, and the three notches are connected by a zipper 46. That is, the zipper 46 in a closed state is fixed (adhered, sewn, etc.) in three places as the opening 43, then the zipper 46 is opened, and the net 8 located between the meshing teeth of the zipper 46 is opened. Cut all three sides along the zipper. When the zipper 46 is closed, the cut nets 8 on both sides are connected, and the opening 43 is closed.

直接方式の場合、ネット8の張設が固定的となりやすく、天井6に配置された照明器具45や換気器具の保守管理を行いにくい面がある。しかし、実施例3の構造によれば、天井6に配置されている機器の直下に設けてある開口部43のジッパー46を開いてネット8をその部分だけで開口できるので、目的の機器に対する点検等の作業能率が格段に向上する。   In the case of the direct method, the net 8 is easily stretched, and it is difficult to perform maintenance management of the lighting device 45 and the ventilation device arranged on the ceiling 6. However, according to the structure of the third embodiment, the zipper 46 of the opening 43 provided immediately below the device arranged on the ceiling 6 can be opened to open the net 8 only at that portion. The work efficiency such as is greatly improved.

図17は、実施例4を示し、建造物Bにおいて直接方式で張設されるネット8を、この実施例では、2本のワイヤー9ごとに分割した分割ネット8aを連続させて張設してある。この構造では、張設が固定的となりやすい直接方式において、天井6に配置されている照明器具45や換気器具の位置に対応した分割ネット8aだけを取り外せばよいので、保守管理作業が軽減される。また、ネット8の張設を小分けして行えるので、大きなネット8を扱う場合に比べてフェイルセーフのためのネット張設労力が軽減される。さらに、ネット8全体の張設状態をこまめに調整することができる。
なお、ネット8の張設に際して、分割ネット8aのワイヤー9を重ねるようにする必要はなく、天井材の直接落下を防止できる間隙であれば、分割ネット8a間に間隙を設けることは許容される。しかし、分割ネット8aのワイヤー9が隣の分割ネット8aのワイヤー9とその間隔が大きくなる場合は、隣り合うワイヤー9どうしをリングキャッチやカラビナで結合してこれらワイヤー9を引き寄せておく。
FIG. 17 shows the fourth embodiment, in which the net 8 stretched by the direct method in the building B is continuously stretched by dividing the net 8a divided into two wires 9 in this embodiment. is there. In this structure, in the direct method in which the tensioning is likely to be fixed, it is only necessary to remove the divided net 8a corresponding to the position of the lighting device 45 and the ventilation device arranged on the ceiling 6, so that maintenance work is reduced. . In addition, since the net 8 can be stretched in small portions, the net stretching labor for fail-safe is reduced as compared with the case where the large net 8 is handled. Furthermore, the tension state of the entire net 8 can be adjusted frequently.
When the net 8 is stretched, it is not necessary to overlap the wires 9 of the divided net 8a. It is permissible to provide a gap between the divided nets 8a as long as the gap can prevent the ceiling material from dropping directly. . However, when the wire 9 of the divided net 8a is spaced from the wire 9 of the adjacent divided net 8a, the adjacent wires 9 are connected to each other with a ring catch or a carabiner, and these wires 9 are drawn together.

図18は、実施例5を示し、実施例1とターンバックル12の構成が異なる。実施例4のターンバックル12は、実施例1のターンバックル12におけるネジ軸部分15がチャック構造47となっており、ワイヤー9の端部を挿し通したのち、ワイヤー9に張力が発生するとターンバックル12にワイヤー9の端部が楔効果によって固定される。
以下、実施例1と共通する部品については同じ符号を用いて説明する。
実施例5のネジ軸部分15(図18〔ロ〕)は、チャック雄ネジ48を外周面に設けた筒部材49、リリース部材50、楔部材51、バネ52、ストッパー部材53を備える。 筒部材49は外周面のチャック雄ネジ48でケース部材13のケース雌ネジ22に螺合できる。筒状部材49は、先端側(ワイヤー9が挿し込まれてくる側)の内面が先端側へすぼまる円錐面とされ、その頂点部に開口54が形成されている。
FIG. 18 shows a fifth embodiment, which is different from the first embodiment in the configuration of the turnbuckle 12. In the turnbuckle 12 according to the fourth embodiment, the screw shaft portion 15 of the turnbuckle 12 according to the first embodiment has a chuck structure 47, and when the wire 9 is tensioned after being inserted through the end of the wire 9, the turnbuckle is turned on. 12, the end of the wire 9 is fixed by the wedge effect.
Hereinafter, parts common to the first embodiment will be described using the same reference numerals.
The screw shaft portion 15 of the fifth embodiment (FIG. 18 [B]) includes a cylindrical member 49 having a chuck male screw 48 provided on the outer peripheral surface, a release member 50, a wedge member 51, a spring 52, and a stopper member 53. The cylindrical member 49 can be screwed onto the case female screw 22 of the case member 13 by a chuck male screw 48 on the outer peripheral surface. The cylindrical member 49 has a conical surface in which the inner surface on the distal end side (the side into which the wire 9 is inserted) is tapered toward the distal end side, and an opening 54 is formed at the apex portion thereof.

筒状部材49の内部に、前端側から前記のリリース部材50、楔部材51、バネ52、ストッパー部材53をこの順で装着する。
リリース部材50は、図18〔ロ〕に示すように、内部をワイヤー9が貫通できる筒部の後端にフランジを設けた構造であり、前記の筒部材49に後方から挿し込んでフランジ部を筒状部材49の先端部内側に係合させると共に筒部を筒状部材49の外部へ突出させてある。
楔部材51は周方向で分割され、分割片の間にワイヤー9を挟み込める空間が形成される。楔部材51の先端は前記リリース部材50のフランジの後面に当たり、楔部材51の後端面には、バネ52の先端面が当接している。
The release member 50, wedge member 51, spring 52, and stopper member 53 are mounted in this order from the front end side inside the cylindrical member 49.
As shown in FIG. 18 [B], the release member 50 has a structure in which a flange is provided at the rear end of the cylindrical portion through which the wire 9 can penetrate, and the flange portion is inserted into the cylindrical member 49 from the rear side. The cylindrical member 49 is engaged with the inside of the distal end portion, and the cylindrical portion is protruded to the outside of the cylindrical member 49.
The wedge member 51 is divided in the circumferential direction, and a space in which the wire 9 is sandwiched between the divided pieces is formed. The front end of the wedge member 51 abuts on the rear surface of the flange of the release member 50, and the front end surface of the spring 52 is in contact with the rear end surface of the wedge member 51.

ストッパー部材53は筒状部材49の後端部に固定されており、中央に前記のワイヤー9を挿通させる挿通孔55が形成されている。
前記のバネ52は、ストッパー部材53と楔部材51の間に圧縮状態で装着されている。
楔部材51の前記分割片は、バネ52によって前方へ押されると、筒状部材49の先端部内面の円錐面により内側へ寄せられた状態となり、リリース部材50が後方へ押し込まれると楔部材51は後退して内側へ寄せられていた状態から外側へ向かって拡散できる状態となる。
その他、ダンパー17やフック部材14等の他の構成は実施例1と同様である。
The stopper member 53 is fixed to the rear end portion of the cylindrical member 49, and an insertion hole 55 through which the wire 9 is inserted is formed at the center.
The spring 52 is mounted between the stopper member 53 and the wedge member 51 in a compressed state.
When the split piece of the wedge member 51 is pushed forward by the spring 52, the wedge member 51 is brought inward by the conical surface of the inner surface of the distal end portion of the tubular member 49, and when the release member 50 is pushed backward, the wedge member 51 is pushed. Is in a state where it can be diffused outward from the state of being retracted and moved inward.
Other configurations such as the damper 17 and the hook member 14 are the same as those in the first embodiment.

ワイヤー9は、前記リリース部材50の先端側から筒部に通し、リリース部材50を後方へ押し込みながら楔部材51を通過させ、さらにバネ52、ストッパー部材53の挿通孔55を通して、ケース部材13に到達させる。次いでその先端部をケース部材13の通過孔56に通して、ターンバックル12の外部へ導出しておく。そして、前記のリリース部材50の押込みを解除すると楔部材51によりワイヤー9がターンバックル12に固定される。この状態のワイヤー9は、後方へ引き出すことができるので、ワイヤー9の張力を大きくすることができるが、前方への引き出しはリリース部材50を操作しない限り楔部材51の楔効果によってできないから、ワイヤー9の前記調整された張力は維持される。
実施例5の構造は、ワイヤー9を引いてワイヤー9の張力を予め調整でき、ターンバックル機能だけの場合よりも調整可能量が大きいので、ワイヤー9の切断長さを慎重に定めねばならないわずらわしさがなくなる。
The wire 9 is passed from the distal end side of the release member 50 through the tube portion, passes the wedge member 51 while pushing the release member 50 backward, and further reaches the case member 13 through the spring 52 and the insertion hole 55 of the stopper member 53. Let Next, the tip is passed through the passage hole 56 of the case member 13 and led out to the outside of the turnbuckle 12. When the pressing of the release member 50 is released, the wire 9 is fixed to the turnbuckle 12 by the wedge member 51. Since the wire 9 in this state can be pulled out rearward, the tension of the wire 9 can be increased. However, the wire 9 cannot be pulled forward due to the wedge effect of the wedge member 51 unless the release member 50 is operated. The adjusted tension of 9 is maintained.
The structure of the fifth embodiment can previously adjust the tension of the wire 9 by pulling the wire 9, and the amount of adjustment is larger than the case of only the turnbuckle function, so that the troublesome length of the wire 9 must be carefully determined. Disappears.

以上は実施例である。
ターンバックル12はワイヤー9の一端部のみに取り付けても良い。
ターンバックルに内蔵したダンパーはゴム以外の、例えば、コイルバネなどであっても良い。
第1レール10にワイヤー9の端部を連結する手段は、前記の駒部材11の利用に限らず、例えば、ネジを緩めてスライドさせ、ネジを締め付けてスライド位置を固定するような部材に係止部35を設けたものなど、種々の手段を採用できる。
ネット8とワイヤー9は、ネット8を編成するときに同時にワイヤー9を編み込んだ構成としておいてもよい。
The above is an example.
The turnbuckle 12 may be attached only to one end of the wire 9.
The damper built in the turnbuckle may be other than rubber, for example, a coil spring.
The means for connecting the end of the wire 9 to the first rail 10 is not limited to the use of the above-mentioned piece member 11, for example, a member that loosens and slides the screw and tightens the screw to fix the slide position. Various means such as those provided with a stop 35 can be employed.
The net 8 and the wire 9 may be configured such that the wire 9 is knitted simultaneously when the net 8 is knitted.

ネット8における桁方向の縁38a,38bや梁方向の縁37a,37bを前後の壁面5c,5dや左右の壁面5a,5bへ取り付けるのに、これらの縁それぞれに沿ってロープを取付け、これらのロープを利用して前後の壁面5c,5dや左右壁面5a,5bに取り付けることもある。ネット8の端縁がほつれず、また、取付け強度を高くできる。
レール部材10やレール部材41、及び駒部材11やスライド部材39は、アルミ合金や鋼材あるいは合成樹脂を素材とできる。
建造物が鉄骨構造であり、内部壁面に露出したH型鋼材等がある場合は、これにワイヤー9の端部やネット8の縁を係合できる係合部材を、溶接やネジ止めで固定して利用したり、あるいはH型鋼材等へ直接に貫通孔を設け、これにワイヤー9両端のフック部24を係合させたりして利用することもある。
ワイヤー9の張設方向は梁方向、桁方向のいずれでもよい。特に直接方式では梁方向、桁方向に限らない。さらに、ワイヤー9間が平行に張設される場合に限らない。ワイヤー9を交差させて張設することもある。
In order to attach the girder direction edges 38a and 38b and the beam direction edges 37a and 37b to the front and rear wall surfaces 5c and 5d and the left and right wall surfaces 5a and 5b in the net 8, a rope is attached along each of these edges. The rope may be attached to the front and rear wall surfaces 5c and 5d and the left and right wall surfaces 5a and 5b. The edge of the net 8 is not frayed and the mounting strength can be increased.
The rail member 10, the rail member 41, the piece member 11, and the slide member 39 can be made of aluminum alloy, steel, or synthetic resin.
If the building has a steel structure and there is an H-type steel material exposed on the inner wall, an engagement member that can engage the end of the wire 9 or the edge of the net 8 is fixed to this by welding or screwing. Or a through-hole is directly provided in an H-shaped steel material and the like, and hook portions 24 at both ends of the wire 9 are engaged therewith.
The extending direction of the wire 9 may be either the beam direction or the girder direction. In particular, the direct method is not limited to the beam direction and the girder direction. Furthermore, it is not restricted to the case where the wire 9 is stretched in parallel. The wire 9 may be crossed and stretched.

A 建造物
B 建造物
1 柱
2 梁
3 桁
4 屋根トラス
5 壁面
5a 左壁面
5b 右壁面
5c 前壁面
5d 後壁面
6 天井
7 吊り具
8 ネット
9 ワイヤー
A Building B Building 1 Pillar 2 Beam 3 Girder 4 Roof truss 5 Wall surface 5a Left wall surface 5b Right wall surface 5c Front wall surface 5d Rear wall surface 6 Ceiling 7 Lifting tool 8 Net 9 Wire

10 レール部材(第1レール部材)
10a 第1レール部材(左)
10b 第1レール部材(右)
11 駒部材
11a 駒部材(左)
11b 駒部材(右)
12 ターンバックル
13 ケース部材
14 フック部材
15 ネジ軸部材
16 カバー部材
17 ダンパー
18 栓体
19 雄ネジ部
10 Rail member (first rail member)
10a First rail member (left)
10b First rail member (right)
11 piece member 11a piece member (left)
11b piece member (right)
12 Turnbuckle 13 Case member 14 Hook member 15 Screw shaft member 16 Cover member 17 Damper 18 Plug body 19 Male screw part

20 雌ネジ部
21 工具挿通孔
22 ケース雌ネジ
23 直部
24 フック部
25 抜け止めナット
26 ネジ棒部
27 工具掛け部
28 カシメ部
29 止めナット
20 Female thread portion 21 Tool insertion hole 22 Case female screw 23 Direct portion 24 Hook portion 25 Retaining nut 26 Screw rod portion 27 Tool hook portion 28 Caulking portion 29 Retaining nut

30 通孔
31 カバー側雌ネジ
32 貫通孔
33 栓体雄ネジ
34 スリット
35 係止部
36 曳き綱
37 梁方向の縁
37a 梁方向の縁(左)
37b 梁方向の縁(右)
38 桁方向の縁
38a 桁方向の縁(前)
38b 桁方向の縁(後)
39 スライド部材
39a 左スライド部材
39b 右スライド部材
39c 前スライド部材
39d 後スライド部材
30 Through-hole 31 Cover-side female screw 32 Through-hole 33 Plug body male screw 34 Slit 35 Locking portion 36 Thatched rope 37 Beam direction edge 37a Beam direction edge (left)
37b Beam direction edge (right)
38 Girder edge 38a Girder edge (front)
38b Girder edge (rear)
39 Slide member 39a Left slide member 39b Right slide member 39c Front slide member 39d Rear slide member

40 フック
41 第2レール部材
41a 第2レール部材(前)
41b 第2レール部材(後)
42 アンカー
43 作業用の開口部
44 矩形部分
45 照明器具
46 ジッパー
47 チャック構造
48 チャック雄ネジ
49 筒部材
40 Hook 41 Second rail member 41a Second rail member (front)
41b Second rail member (rear)
42 Anchor 43 Work Opening 44 Rectangular Part 45 Lighting Equipment 46 Zipper 47 Chuck Structure 48 Chuck Male Screw 49 Cylindrical Member

50 リリース部材
51 楔部材
52 バネ
53 ストッパー部材
54 開口
55 挿通孔
56 通過孔
57 小窓
58 目印
50 Release member 51 Wedge member 52 Spring 53 Stopper member 54 Opening 55 Insertion hole 56 Passage hole 57 Small window 58 Marking

Claims (6)

天井裏の構造体から天井材を吊り下げ、天井の下方にフレキシブルな面材を張ったフェイルセーフ天井構造であって、間隔をあけて配置した複数のワイヤーの両端を天井の両側下方において壁面に沿って取り付け、前記両側の壁面にのみ支持させたこれらのワイヤーで前記フレキシブルな面材を支持しており、
前記ワイヤーの両端は、壁面に建造物の梁方向に対向して固定された、または、桁方向に対向して固定された長尺のレール部材に装着された駒部材に取り付けられており、
レール部材は、リップ付き溝型材であって上下リップの間のスリットを室内側に向けて取付けられており、
前記の駒部材は、前記レール部材が対向する方向から見るそれぞれの正面視が長方形が基本となる基本的に直方体であり、前記長方形の短辺の寸法は、前記レール部材におけるスリットの幅寸法よりも小さく、長辺の寸法は前記レール部材の上下フランジの内法寸法よりもわずかに大きく、前記直方体の奥行き方向の寸法は前記レール部材の内側空間の奥行寸法よりも小さく、さらに、前記直方体の奥行方向に伸びる4つの角稜の内、少なくとも1つの角稜が角取されており、
前記の駒部材は、その長辺を水平にして前記のレール部材のスリットからレール部材の内側空間に嵌め、レール部材の長手方向に位置を調整した後、所定の箇所で前記対向する方向に沿った軸を中心に回転させてレール部材の内側に固定されるものである、
ことを特徴としたフェイルセーフ天井構造。
A fail-safe ceiling structure in which a ceiling material is suspended from a structure behind the ceiling and a flexible surface material is stretched under the ceiling, and both ends of a plurality of wires arranged at intervals are placed on the wall surface below both sides of the ceiling. Attached along, supporting the flexible face material with these wires supported only on the wall surfaces on both sides ,
Both ends of the wire are fixed to the wall surface facing the beam direction of the building, or attached to a piece member attached to a long rail member fixed facing the beam direction,
The rail member is a grooved material with a lip and is attached with the slit between the upper and lower lips facing the indoor side,
Each of the piece members is basically a rectangular parallelepiped in which each front view viewed from the direction in which the rail members are opposed is basically a rectangle, and the short side dimension of the rectangle is larger than the width dimension of the slit in the rail member. The dimension of the long side is slightly larger than the inner dimension of the upper and lower flanges of the rail member, the dimension of the rectangular parallelepiped in the depth direction is smaller than the depth dimension of the inner space of the rail member, and Of the four corners extending in the depth direction, at least one corner is rounded,
The piece member is fitted in the inner space of the rail member from the slit of the rail member with the long side thereof being horizontal, adjusted in the longitudinal direction of the rail member, and then along the facing direction at a predetermined location. It is fixed inside the rail member by rotating around the axis.
Fail-safe ceiling structure characterized by that.
前記ワイヤーは、前記駒部材が備えた門型の係止部にフックを係合させることにより駒部材に取付けられており、前記係止部は、前記駒部材が前記レール部材の内側に回転させて固定された状態において水平となるように前記駒部材に配置されていることを特徴とした請求項1に記載のフェイルセーフ天井構造。The wire is attached to the piece member by engaging a hook with a gate-type engaging portion provided in the piece member, and the engaging portion is rotated by the piece member to the inside of the rail member. 2. The fail-safe ceiling structure according to claim 1, wherein the fail-safe ceiling structure is arranged on the piece member so as to be horizontal in a fixed state. 前記ワイヤーは、ターンバックルと、ワイヤーに加わる外力の変動を吸収する弾性体もしくは付勢部材を有するダンパーを介して壁面に取り付けてあることを特徴とした請求項1又は2に記載のフェイルセーフ天井構造。The fail-safe ceiling according to claim 1 or 2, wherein the wire is attached to a wall surface via a turnbuckle and a damper having an elastic body or a biasing member that absorbs fluctuations in external force applied to the wire. Construction. 前記フレキシブルな面材はネットであることを特徴とした請求項1乃至3のうちいずれか1項に記載のフェイルセーフ天井構造。 The fail-safe ceiling structure according to any one of claims 1 to 3, wherein the flexible face material is a net. 前記のネットは、ステンレス細線を編成したものであり、前記ワイヤーを編み込んであることを特徴とした請求項4に記載のフェイルセーフ天井構造。 The net is obtained by knitting a stainless fine wire, failsafe ceiling structure according to claim 4 which is characterized by that is in front knitting Kiwa ear. 前記ダンパーに弾性材もしくは付勢手段の縮み量を観察する小窓と標準の縮み量を示す目印を設けてあることを特徴とした請求項に記載のフェイルセーフ天井構造。 The fail-safe ceiling structure according to claim 3 , wherein a small window for observing the amount of contraction of the elastic member or the biasing means and a mark indicating a standard amount of contraction are provided on the damper.
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