JP2014042416A - Reinforcement member of bracing material in light-weight partition wall - Google Patents

Reinforcement member of bracing material in light-weight partition wall Download PDF

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JP2014042416A
JP2014042416A JP2012184122A JP2012184122A JP2014042416A JP 2014042416 A JP2014042416 A JP 2014042416A JP 2012184122 A JP2012184122 A JP 2012184122A JP 2012184122 A JP2012184122 A JP 2012184122A JP 2014042416 A JP2014042416 A JP 2014042416A
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wall
vibration
reinforcing
space
arrangement
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JP5832972B2 (en
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Takayuki Ishii
石井  隆之
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Mirai Industry Co Ltd
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Mirai Industry Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To arrange an arrangement body at a side of a bracing material without dropping strength of the bracing material in a light-weight partition wall.SOLUTION: A reinforcement material includes: a fixing section 11 which is fixed to two bracing materials S to couple and reinforce the two bracing materials S arranged by separating respective ends so that a non-existing part Kis formed when a conduit pipe P is piped in a narrow small space Vbetween one wall material 83a and the bracing material S; and a reinforcement section 12 fixed to the bracing material S via the fixing section 11 in a state where it is arranged to the other wall material 83b side in a retraction manner to an outside face Sa on one wall material 83a side of the bracing material S. An arrangement space Vof the conduit pipe P widened largely to the width Wof the narrow small space Vcan be formed between one wall material 83a and the reinforcement section 12.

Description

本発明は、所定間隔で立設された軽量間柱の振れを防止すべく、当該軽量間柱を貫通する振止め材が、当該軽量間柱の両外側に配置された各壁材で挟まれた壁内空間に水平に架設された軽量間仕切壁において、前記振止め材を補強するための補強部材に関するものである。   In the present invention, in order to prevent the light-weight studs erected at predetermined intervals, the anti-vibration material penetrating the light-weight studs is sandwiched between the wall materials arranged on both outer sides of the light-weight studs. The present invention relates to a reinforcing member for reinforcing the anti-vibration material in a lightweight partition wall installed horizontally in a space.

軽量間仕切壁Dは、本発明に係る図面である図3及び図6に示されるように、床スラブ81と天井スラブ82の間に水平方向に所定間隔をおいて軽量間柱Cが立設され、当該各軽量間柱Cの両外側には、壁材83a,83bがそれぞれ配置されて、各軽量間柱Cは、高さ方向に沿って異なる複数位置において、当該軽量間柱Cを貫通した状態で、前記各壁材83a,83bの間の壁内空間V1 に水平に架設される複数の振止め材Sによって振れ止めされた構成である。振止め材Sは、断面がコの字形であって、その開口が下方を向いた姿勢で配置される。軽量間柱C及び振止め材Sは、いずれも軽量型鋼から成る。 As shown in FIG. 3 and FIG. 6 which are drawings according to the present invention, the lightweight partition wall D has lightweight studs C standing between the floor slab 81 and the ceiling slab 82 with a predetermined interval in the horizontal direction. Wall materials 83a and 83b are respectively arranged on both outer sides of each lightweight stud C, and each lightweight stud C is penetrated through the lightweight stud C at a plurality of different positions along the height direction. each wall member 83a, a stop configurations deflection of a plurality of vibration stopper material S is horizontally bridged to the wall in the space V 1 of the between 83 b. The anti-vibration material S is U-shaped in cross section, and is arranged with its opening facing downward. Both the lightweight stud C and the anti-rest material S are made of lightweight steel.

軽量間仕切壁Dにおいては、その内部の壁内空間V1 を利用して電気配線が行われることがある。例えば、壁内空間V1 に電線管Pが上下方向に沿って配管されたり、壁面にコンセントを設置するために、その背面側である軽量間仕切壁Dの内部にボックスBが配置されることがある。しかし、軽量間仕切壁Dの壁内空間V1 には、その幅方向の中央部に振止め材Sが水平に配置されているため、電線管P或いはボックスBが当該振止め材Sと干渉して、そのままでは、振止め材S或いはボックスB等の配設体を配設できない。このため、前記振止め材Sにおける配設体の配設位置のみを部分的に欠落させて拡幅すれば、配設可能となるが、振止め材Sの欠落部の強度が大幅に低下して、振止め材Sとしての本来の機能を果し得ないため、望ましくない。 In lightweight partition walls D, it may be electrical wiring is performed using the wall space V 1 of the inside. For example, the box B may be arranged inside the lightweight partition wall D on the back side in order to install the electric pipe P along the vertical direction in the wall space V 1 or to install the outlet on the wall surface. is there. However, in the wall space V 1 of the lightweight partition wall D, the bracing material S is disposed horizontally in the center in the width direction, so the conduit P or the box B interferes with the bracing material S. As it is, it is not possible to dispose an arrangement body such as the anti-rest material S or the box B. For this reason, if only the arrangement position of the arrangement body in the anti-skid material S is partially omitted and widened, the arrangement becomes possible, but the strength of the lack part of the anti-vibration material S is greatly reduced. Since the original function as the anti-rest material S cannot be achieved, it is not desirable.

そこで、特許文献1は、振止め材Sと一方の壁材83a(83b)との狭隘空間V2 (図3参照)に挿入可能な可撓性を備えた管類接続具を介して上下の各電線管Pを接続して、振止め材Sを欠落させないで、軽量間仕切壁Dの壁内空間V1 に電線管Pを配管可能にしたものである。このため、特許文献1に係る技術は、当業界において長期間に亘って高い技術的評価を獲得し、本出願の時点においても、実施され続けている。 Therefore, in Patent Document 1, the upper and lower sides are connected via a flexible pipe connector that can be inserted into the narrow space V 2 (see FIG. 3) between the anti-vibration material S and one wall member 83a (83b). Each conduit P is connected, and the conduit P can be piped in the wall space V 1 of the lightweight partition wall D without losing the anti-sway material S. For this reason, the technique according to Patent Document 1 has gained a high technical evaluation over a long period of time in the industry and continues to be implemented at the time of this application.

しかし、特許文献1は、振止め材Sを全く欠落させないで、軽量間仕切壁Dの内部において電線管Pを配管できる利点を有するが、振止め材Sの側方の狭隘空間V2 において、内部の電線が急激に曲げられるために、当該電線が損傷される恐れがある。 However, Patent Document 1 has an advantage that the conduit P can be piped inside the lightweight partition wall D without losing the anti-rest material S at all, but in the narrow space V 2 on the side of the anti-rest material S, Since the electric wire is bent suddenly, the electric wire may be damaged.

特開平10−96486号公報JP-A-10-96486

本発明は、軽量間仕切壁において、振止め材の強度を低下させることなく、しかも配設体が管・ケーブルの場合には、当該管・ケーブルを屈曲、或いは大きくわん曲させないで、振止め材の側方に配設可能とすることを課題としている。   The present invention is a lightweight partition wall without reducing the strength of the anti-rest material, and when the arrangement body is a tube / cable, the anti-vibration material is not bent or greatly bent. It is an object to be able to be disposed on the side of the.

上記課題を解決するための請求項1の発明は、所定間隔で立設された軽量間柱の振れを防止すべく、当該軽量間柱を貫通する振止め材が、当該軽量間柱の両外側に配置された各壁材で挟まれた壁内空間に水平に架設された軽量間仕切壁において、一方の壁材と前記振止め材との間の狭隘空間に、管・ケーブルやボックス等の配設体を配設する際に、前記配設体と干渉する箇所を欠損又は欠落された前記振止め材の当該欠損又は欠落箇所、或いは前記配設体と干渉する箇所を挟むようにして、端部どうしが離間して配置された前記振止め材の各端部を連結して補強すべく、当該振止め材に対して固定される固定部と、前記振止め材の一方の壁材側の外側面に対して他方の壁材側に後退配置された状態で、前記振止め材に対して前記固定部を介して固定される補強部とを備え、前記一方の壁材と前記補強部との間に、前記狭隘空間の幅に対して大きく拡幅された前記配設体の配設空間を形成可能にしたことを特徴としている。   The invention of claim 1 for solving the above-described problem is that, in order to prevent the light-weight studs erected at predetermined intervals, the anti-vibration members penetrating the light-weight studs are arranged on both outer sides of the light-weight studs. In a lightweight partition wall horizontally installed in the wall space sandwiched between each wall material, an installation body such as a tube, cable or box is placed in a narrow space between one wall material and the anti-vibration material. When disposing, the end portions are spaced apart so as to sandwich the missing or missing portion of the anti-vibration material missing or missing from the place that interferes with the placed body, or the place that interferes with the placed body. In order to connect and reinforce each end of the anti-vibration material disposed in a fixed manner, the fixing portion fixed to the anti-vibration material, and the outer surface of the anti-vibration material on one wall material side In a state of being disposed backward on the other wall material side, the fixed member is interposed with respect to the anti-rest material. A fixed reinforcing portion, and an arrangement space for the arrangement body that is greatly widened with respect to the width of the narrow space can be formed between the one wall material and the reinforcing portion. It is a feature.

請求項1の発明によれば、配設体と干渉する箇所を挟むようにして、端部どうしが離間して配置された各振止め材の各端部は、補強部材を介して連結されたり、或いは振止め材の部分欠落部、或いは部分欠損部においては、残存連結部の背面側(反欠落又は欠損側の壁材と対向する側)に補強部材が配置されて、強度の小さい当該残存連結部が補強される。これにより、補強部材の補強部は、振止め材の一方の壁材側の外側面に対して他方の壁材側に後退配置された状態で、当該振止め材に対して固定部を介して固定されて、前記一方の壁材と前記補強部との間に、前記狭隘空間に対して大きく拡幅された配設体の配設空間が形成され、当該配設空間に管・ケーブルやボックス等の配設体が、振止め材の強度を低下させることなく配設可能となる。また、配設体が管・ケーブルの場合には、当該管・ケーブルを屈曲、或いは大きくわん曲させることなく、ほぼ直状のままで配設できるので、内部に収容される電線の損傷もない。   According to the first aspect of the present invention, the end portions of the anti-vibration members arranged so that the end portions are separated from each other so as to sandwich the portion that interferes with the arrangement body are connected via the reinforcing member, or In the partial missing part or the partial missing part of the resting material, a reinforcing member is arranged on the back side of the remaining connecting part (on the side facing the opposite missing or missing side wall), and the remaining connecting part having low strength. Is reinforced. Thereby, the reinforcement part of the reinforcement member is in a state in which the reinforcement member is retracted to the other wall member side with respect to the outer surface of the one wall member side of the vibration prevention member via the fixing part. An arrangement space is formed between the one wall member and the reinforcing portion so as to be greatly widened with respect to the narrow space, and a pipe, cable, box, or the like is formed in the arrangement space. The arrangement body can be arranged without reducing the strength of the anti-rest material. In addition, when the arrangement body is a tube / cable, it can be arranged almost straight without bending or bending the tube / cable, so there is no damage to the electric wire accommodated inside. .

請求項2の発明は、請求項1の発明において、前記補強部には、前記配設体を当該補強部に固定するためのビスが螺合されるビス孔が形成されていることを特徴としている。   The invention of claim 2 is characterized in that, in the invention of claim 1, the reinforcing portion is formed with a screw hole into which a screw for fixing the arrangement body to the reinforcing portion is screwed. Yes.

請求項2の発明によれば、拡幅された配設空間に配設された配設体を、補強部材の補強部に、ビスを介して固定可能となって、配設体の配設状態が安定する。   According to the invention of claim 2, the arrangement body arranged in the widened arrangement space can be fixed to the reinforcing portion of the reinforcing member via the screw, so that the arrangement state of the arrangement body is obtained. Stabilize.

請求項3の発明は、請求項1又は2の発明において、前記補強部には、横断面がコの字状であって、開口が他方の壁材と対向するように縦配置されることを特徴としている。   According to a third aspect of the present invention, in the first or second aspect of the present invention, the reinforcing portion has a U-shaped cross section and is vertically arranged so that the opening faces the other wall material. It is a feature.

請求項3の発明によれば、補強部材は、その補強部の横断面がコの字形であって、狭隘空間における配設を可能にすべく、開口が他方の壁材と対向するように縦配置されていて、曲げ強度が高くなっているため、振止め材における欠損又は欠落箇所、或いは配設体と干渉する箇所の補強強度が高まる。   According to the invention of claim 3, the reinforcing member has a U-shaped cross section of the reinforcing portion, and is vertically arranged so that the opening faces the other wall member so as to be arranged in a narrow space. Since it is arrange | positioned and the bending strength is high, the reinforcement | strengthening intensity | strength of the defect | deletion or missing part in a bracing material, or the location which interferes with an arrangement | positioning body increases.

本発明は、軽量間仕切壁において、一方の壁材と振止め材との間の狭隘空間に、管・ケーブルやボックス等の配設体を配設する際に、前記配設体と干渉する箇所を欠損又は欠落された前記振止め材の当該欠損又は欠落箇所、或いは前記配設体と干渉する箇所を挟むようにして、端部どうしが離間して配置された前記振止め材の各端部を連結して補強すべく、当該振止め材に対して直接に固定される固定部と、前記振止め材の一方の壁材側の外側面に対して他方の壁材側に後退配置された状態で、前記振止め材に対して前記固定部を介して固定される補強部とを備え、前記一方の壁材と前記補強部との間に、前記狭隘空間の幅に対して大きく拡幅された前記配設体の配設空間を形成可能にしたので、振止め材の強度を低下させないで、しかも配設体が管・ケーブルの場合には、当該管・ケーブルを屈曲、或いは大きくわん曲させることなく、ほぼ直状のままで前記配設空間に配設可能となる。   The present invention provides a lightweight partition wall that interferes with the arrangement body when an arrangement body such as a tube, a cable, or a box is arranged in a narrow space between one wall material and the anti-vibration material. The end portions of the anti-vibration material that are spaced apart from each other are connected so as to sandwich the missing or missing portion of the anti-vibration material that has been lost or missing, or a location that interferes with the arrangement body. In order to reinforce, in a state where the fixed portion that is directly fixed to the anti-vibration material and the outer surface of the one anti-vibration material on the side of the wall material is set back on the other wall material side A reinforcing portion fixed to the anti-rest material via the fixing portion, and the width of the narrow space is widened between the one wall member and the reinforcing portion. Since the arrangement space of the arrangement body can be formed, it is possible to arrange the arrangement without reducing the strength of the anti-vibration material. If the body of the tube cable, bending the tube cable, or without Okikuwan song, and can be disposed between the disposing space remains approximately straight.

離間配置された2本の振止め材Sの各端部が、本発明に係る補強部材R1 を介して連結される状態を示す斜視図である。Each end of the spaced arranged two vibration stopper member S is a perspective view showing a state that is connected via the reinforcing member R 1 according to the present invention. 補強部材R1 により拡幅された配設空間V3 に複数本の電線管Pが配設された状態の斜視図である。By the reinforcing member R 1 is a perspective view of a state in which the conduit P a plurality of the disposing space V 3 which is widened is disposed. 同様の平面図である。It is the same top view. (a)は、補強部材R1 の正面図であり、(b)は、(a)のX−X線拡大断面図である。(A) is a front view of the reinforcing member R 1, (b) is a line X-X enlarged sectional view of (a). 固定金具Fを介して振止め材Sに対して補強部材R1 が連結された部分の断面図である。FIG. 6 is a cross-sectional view of a portion where a reinforcing member R 1 is connected to an anti-rest material S via a fixing bracket F. 一方の壁材83aを取り外した状態の軽量間仕切壁Dの正面図である。It is a front view of the lightweight partition wall D of the state which removed the one wall material 83a. 結束バンド45を介して電線管Pが補強部材R1 に固定された状態の部分断面図である。Conduit P via the binding band 45 is a partial cross-sectional view of a state of being fixed to the reinforcing member R 1. 補強部材R1 により拡幅された配設空間V3 にボックスBが配設された状態の斜視図である。The disposing space V 3 which is widened by the reinforcing member R 1 is a perspective view showing a state in which the box B is disposed. 同様の平面図である。It is the same top view. 補強部材R2 の斜視図である。It is a perspective view of the reinforcing member R 2. 補強部材R2 により拡幅された配設空間V3'にボックスBが配設された状態の平面図である。The reinforcing member R 2 disposing space V 3 which is widened by 'a plan view of a state in which the box B is disposed. (a)は、部分欠落部K2 を有する振止め材Sの平面図であり、(b)は、部分欠落部K2 を有する振止め材Sが補強部材R1 により補強されて、配設空間V3'’に電線管Pが配線された状態の平面図である。(A) is a top view of the bracing material S having the partial missing portion K 2 , and (b) is an arrangement in which the bracing material S having the partial missing portion K 2 is reinforced by the reinforcing member R 1. it is a plan view of a state in which the conduit P is wired to the space V 3 ''.

以下、複数の実施例を挙げて、本発明について更に詳細に説明する。   Hereinafter, the present invention will be described in more detail with reference to a plurality of examples.

最初に、図1ないし図6を参照して、本発明に係る補強部材R1 について説明し、その後に、離間配置された2本の振止め材Sの各端部を前記補強部材R1 を介して連結する方法について説明する。軽量間仕切壁Dの壁内空間V1 における複数の電線管Pが上下方向に配設される配設部は、予め分かっていて、当該配設部は、振止め材Sをそのまま配置した状態では、当該振止め材Sと電線管Pとが干渉する部分である。当該配設部は、後述の配設体の配設空間V3 と実質的に同義である。よって、前記配設部のみに振止め材Sが存在しないように、当該配設部の両側に、2本の振止め材Sの各端部を対向させて配置する。端部が対向して離間している2本の振止め材Sは、本発明に係る補強部材R1 を介して連結される。補強部材R1 は、鋼板製であって、断面がコの字形をなしていて、本体板部1の幅方向の両端部にそれぞれフランジ状の補強板部2が同一側に屈曲された構成であって、その長さL1 は、2本の振止め材Sの対向端面の間隔である電線管Pの配設部の長さL2 よりも、両端部の固定代の分だけ長くなっている。 First, the reinforcing member R 1 according to the present invention will be described with reference to FIGS. 1 to 6, and thereafter, the end portions of the two anti-vibration members S that are spaced apart are attached to the reinforcing member R 1 . A method of connecting through the network will be described. The arrangement part in which the plurality of conduits P in the inner space V 1 of the lightweight partition wall D are arranged in the vertical direction is known in advance, and the arrangement part is in a state where the anti-rest material S is arranged as it is. This is the part where the anti-sway material S and the conduit P interfere. The arrangement portion is substantially synonymous with the arrangement space V 3 of the arrangement body described later. Therefore, the end portions of the two anti-rest materials S are arranged opposite to each other on both sides of the arrangement portion so that the anti-rest material S does not exist only in the arrangement portion. Two anti-vibration materials S whose end portions are opposed to each other are connected via a reinforcing member R 1 according to the present invention. The reinforcing member R 1 is made of a steel plate, has a U-shaped cross section, and has a configuration in which flange-shaped reinforcing plate portions 2 are bent on the same side at both ends in the width direction of the main body plate portion 1. The length L 1 is longer than the length L 2 of the arrangement portion of the conduit P, which is the distance between the opposing end surfaces of the two anti-vibration materials S, by the amount of fixing margin at both ends. Yes.

なお、振止め材Sは、軽量型鋼製であって、図1及び図5に示されるように、断面コの字形であって、水平配置される本体板部71の幅方向の両端部に、それぞれ増強用の側板部72が下方に直角に折り曲げられた形状であり、開口が下方を向いた姿勢で配置される。   The anti-sway material S is made of lightweight steel and has a U-shaped cross section, as shown in FIGS. 1 and 5, at both ends in the width direction of the main body plate 71 arranged horizontally. Each of the reinforcing side plate portions 72 has a shape bent at a right angle downward, and the opening is disposed in a posture facing downward.

補強部材R1 の本体板部1の長手方向の両端部は、ブラケット状の固定金具Fを介して前記した2本の振止め材Sの対向端部に連結固定される固定部11であって、補強部材R1 における両端部の固定部11を除く部分は、1本状の振止め材Sの不存在部K1 (2本の振止め材Sの各端部が対向して離間配置された状態で、当該振止め材Sが存在しない空間部)〔図1参照〕を連結して補強するための補強部12となっている。固定金具Fは、鋼鈑製である。本体板部1の補強部12に対応する部分の幅方向の中央部は、断面が緩やかなV字状となるように、補強板部2が突出している側に窪んだ状態で部分屈曲されて、V字凹部3が長手方向に沿って形成されている。当該V字凹部3が形成されている屈曲部は、一種のリブとして機能して、本体板部1を補強している。なお、図4(a)において、7は、長手方向に連続するスリット状の第1ビス下孔4を分断している連結部を示す。V字凹部3の底部には、長手方向に沿って非連続状態で、複数のスリット状の第1ビス下孔4が形成されている。複数のスリット状の第1ビス下孔4が非連続となっているのは、連続とすることによる強度の低下を防止するためである。補強板部2には、V字凹部3を挟んで一対一組となった多数組の第2ビス下孔5が長手方向に一定間隔をおいて設けられている。第1及び第2の各ビス下孔4,5は、補強部材R1 の本体板部1の前面に、電線管P、ボックスB等の配設体をビス固定する際に使用される。また、補強部12の長手方向の両端の各固定部11には、前記固定金具Fをビス固定するために、当該補強部12の幅方向に沿って所定間隔をおいて2個で一組となった第3ビス下孔6がそれぞれ形成されている。補強部材R1 は、狭隘空間V2 に配置可能なように、本体板部1が垂直となって、開口が他方の壁材83bと対向するように配置される。 Both end portions in the longitudinal direction of the main body plate portion 1 of the reinforcing member R 1 are fixed portions 11 that are connected and fixed to opposite end portions of the two anti-vibration materials S described above via bracket-shaped fixing brackets F. The portion of the reinforcing member R 1 excluding the fixing portions 11 at both ends is a non-existing portion K 1 of the single brace material S (each end portion of the two brace members S is opposed to be spaced apart). In this state, a reinforcing portion 12 is provided for connecting and reinforcing the space portion (see FIG. 1) in which the anti-rest material S does not exist. The fixture F is made of steel. The central portion in the width direction of the portion corresponding to the reinforcing portion 12 of the main body plate portion 1 is partially bent in a state where the reinforcing plate portion 2 is depressed toward the side where the reinforcing plate portion 2 protrudes so that the cross section becomes a V shape. The V-shaped recess 3 is formed along the longitudinal direction. The bent portion in which the V-shaped concave portion 3 is formed functions as a kind of rib to reinforce the main body plate portion 1. In FIG. 4A, reference numeral 7 denotes a connecting portion that divides the slit-shaped first screw pilot hole 4 continuous in the longitudinal direction. A plurality of slit-shaped first screw pilot holes 4 are formed at the bottom of the V-shaped recess 3 in a discontinuous state along the longitudinal direction. The reason why the plurality of slit-like first screw pilot holes 4 are discontinuous is to prevent a decrease in strength due to being continuous. The reinforcing plate portion 2 is provided with a plurality of pairs of second screw lower holes 5 in a one-to-one pair with the V-shaped concave portion 3 interposed therebetween at regular intervals in the longitudinal direction. Each of the first and second screw under holes 4 and 5, the front surface of the main plate portion 1 of the reinforcing member R 1, is used conduit P, and distribution設体such box B when screw fixing. Further, in order to fix the fixing bracket F with screws to each fixing portion 11 at both ends in the longitudinal direction of the reinforcing portion 12, a set of two at a predetermined interval along the width direction of the reinforcing portion 12. The formed third screw pilot holes 6 are respectively formed. The reinforcing member R 1 is disposed so that the main body plate portion 1 is vertical and the opening faces the other wall member 83 b so that the reinforcing member R 1 can be disposed in the narrow space V 2 .

固定金具Fは、開口が下方を向いて配置された振止め材Sを隙間なく収容可能な断面コの字形をした本体部21と、当該本体部21の各対向板部21aの開口側の端部が外側に屈曲して形成された一対の固定板部22とから成る。本体部21の天板部21bと、一対の固定板部22とには、それぞれビス挿通孔23,24が形成されている。   The fixing bracket F includes a main body portion 21 having a U-shaped cross-section that can accommodate the anti-vibration material S arranged with its opening facing downward, and an opening-side end of each counter plate portion 21a of the main body portion 21. It comprises a pair of fixed plate portions 22 formed by bending the portion outward. Screw insertion holes 23 and 24 are formed in the top plate portion 21b of the main body portion 21 and the pair of fixed plate portions 22, respectively.

そして、図2及び図3に示されるように、2本の振止め材Sの間の前記不存在部K1 の他方の外側面Sbの側に補強部材R1 を配設し、当該補強部材R1 の長手方向の両端部の固定部11を固定金具Fを介して各振止め材Sの端部に連結固定させる。なお、Saは、振止め材Sの一方の外側面を示す。これにより、補強部材R1 は、振止め材Sの一方の外側面Saに対して当該振止め材Sの幅Wsだけ後退して配置され、その結果、補強部材R1 と壁材83aとの間には、振止め材Sと一方の壁材83aとの間の狭隘空間V2 の幅(W2 )に対して前記振止め材Sの幅Wsだけ拡幅された幅(W3 )を有する広幅の配設空間V3 が形成される。なお、固定金具Fの各固定板部22のビス挿通孔24に挿通されたビスJは、補強部材R1 の固定部11の第3ビス下孔6に螺合され、固定金具Fの各天板部21bのビス挿通孔23に挿通されたビスJは、振止め材Sの外側面Saに螺合される。 Then, as shown in FIGS. 2 and 3, a reinforcing member R 1 is disposed on the other outer surface Sb side of the non-existing portion K 1 between the two bracing members S, and the reinforcing member The fixing portions 11 at both ends in the longitudinal direction of R 1 are connected and fixed to the end portions of the anti-rest materials S via the fixing metal F. Sa represents one outer surface of the anti-rest material S. Accordingly, the reinforcing member R 1 is disposed so as to recede by the width Ws of the anti-rest material S with respect to the one outer side surface Sa of the anti-static material S. As a result, the reinforcing member R 1 and the wall material 83 a In between, the width (W 3 ) is widened by the width Ws of the anti-rest material S with respect to the width (W 2 ) of the narrow space V 2 between the anti-static material S and the one wall member 83a. A wide arrangement space V 3 is formed. The screw J inserted into the screw insertion hole 24 of each fixing plate portion 22 of the fixing bracket F is screwed into the third screw lower hole 6 of the fixing portion 11 of the reinforcing member R 1 , and each ceiling of the fixing bracket F is fixed. The screw J inserted through the screw insertion hole 23 of the plate portion 21b is screwed to the outer side surface Sa of the anti-rest material S.

そして、図2、図3及び図6に示されるように、軽量間仕切壁Dの高さ方向に沿って異なる位置に配置された複数本の各振止め材Sの水平方向に沿った同一位置の部分は、いずれも不存在部K1 が存在していて、当該各不存在部K1 は、上記したようにして、補強部材R1 で補強されて、一方の壁材83aとの間に広い幅(W3 )を有する配設空間V3 が形成されている。軽量間仕切壁Dの壁内空間V1 に複数本の電線管Pを上下方向に沿って配管する際に、各振止め材Sと交差する部分においては、前記配設空間V3 に複数本の電線管Pが直状を維持して配設される。必要に応じて、各電線管Pは、補強部材R1 にサドル41,42を介して固定される。即ち、サドル41は、幅方向の中央部の連結板部41aが、補強部材R1 の本体板部1の第1ビス下孔4に螺入されるビスJを介して固定されることにより、当該本体板部1(補強部材R1 )に固定される〔図4(b)参照〕。サドル41は、2本の電線管Pを補強部材R1 に固定する。一方、サドル42は、幅方向の一端部の連結板部42aを介して補強部材R1 の本体板部1に固定されて、1本の電線管Pを補強部材R1 に固定する。 And as shown in Drawing 2, Drawing 3, and Drawing 6, the same position along the horizontal direction of each of a plurality of anti-skid materials S arranged in a different position along the height direction of lightweight partition wall D Each portion has a non-existing portion K 1 , and each non-existing portion K 1 is reinforced by the reinforcing member R 1 as described above, and is wide between one wall member 83a. An arrangement space V 3 having a width (W 3 ) is formed. When piping a plurality of conduits P along the vertical direction in the wall space V 1 of the lightweight partition wall D, a plurality of the pipes P are disposed in the arrangement space V 3 at a portion intersecting with each anti-sway material S. The electric pipe P is disposed while maintaining a straight shape. Each conduit P is fixed to the reinforcing member R 1 via saddles 41 and 42 as necessary. That is, the saddle 41 is fixed through a screw J screwed into the first screw lower hole 4 of the main body plate portion 1 of the reinforcing member R 1 at the connecting plate portion 41a at the center in the width direction. It is fixed to the main body plate portion 1 (reinforcing member R 1 ) [see FIG. 4B]. Saddle 41, to fix the two conduit P the reinforcing member R 1. On the other hand, the saddle 42 is fixed to the main body plate portion 1 of the reinforcing member R 1 via the connecting plate portion 42a at one end in the width direction, and fixes one conduit P to the reinforcing member R 1 .

上記したように、3本の電線管Pは、振止め材Sと交差する部分において、補強部材R1 にサドル41,42を介して固定できるため、電線管Pの配線状態が安定化する。なお、補強部材R1 に対する電線管Pの固定は、サドル41,42に限られず、図7に示されるように、塑性変形して屈曲する結束バンド45を電線管Pに巻回して、その両端部を、交差状態にして、補強部材R1 の本体板部1に形成された相隣接する各第1ビス下孔4に挿通して、当該本体板部1の背面側において、交差状態の結束バンド45の両端部により、相隣接している各第1ビス下孔4を分断する連結部7に縛り付けてもよい。 As described above, since the three conduits P can be fixed to the reinforcing member R 1 via the saddles 41 and 42 at the portion intersecting with the anti-stress material S, the wiring state of the conduit P is stabilized. The fixing of the conduit P to the reinforcing member R 1 is not limited to the saddles 41 and 42. As shown in FIG. 7, a binding band 45 that is bent by plastic deformation is wound around the conduit P, and both ends thereof are wound. In the crossed state, the portions are inserted into the adjacent first screw pilot holes 4 formed in the main body plate portion 1 of the reinforcing member R 1 , and the bundling in the crossed state is performed on the back side of the main body plate portion 1. The both ends of the band 45 may be tied to the connecting portions 7 that divide the first screw pilot holes 4 adjacent to each other.

図3に示されるように、2本の振止め材Sの各端部は離間されて、当該各端部の間に振止め材Sの不存在部K1 が形成され、補強部材R1 は、当該不存在部K1 の部分において、振止め材Sの一方の外側面Saに対して他方の外側面Sbの側に大きく後退配置された状態で、2本の振止め材Sの各端部は、前記補強部材R1 を介して補強連結され、この結果、一方の壁材83aと補強部材R1 との間には、狭隘空間V2 の幅(W2 )に対して振止め材Sの幅(Ws)だけ大きく拡幅された配設空間V3 が形成されている。このため、電線管Pは、十分な余裕を有して、前記配設空間V3 に直状を維持して配管される。この結果、電線管Pの内部に収容される電線は、屈曲、或いは大きくわん曲されることなく、直状を維持できるため、当該電線の損傷はない。 As shown in FIG. 3, the ends of the two anti-vibration materials S are separated from each other, and a non-existing portion K 1 of the anti-vibration material S is formed between the ends, and the reinforcing member R 1 is In each of the non-existing portions K 1 , each end of the two anti-rest members S in a state of being largely retracted toward the other outer surface S b with respect to the one outer surface Sa of the anti-rest member S 1. The parts are reinforced and connected via the reinforcing member R 1, and as a result, the anti-rest material is provided between the one wall member 83 a and the reinforcing member R 1 with respect to the width (W 2 ) of the narrow space V 2. A disposition space V 3 that is widened by the width of S (Ws) is formed. For this reason, the electric conduit P is provided with sufficient margin and is maintained in a straight shape in the arrangement space V 3 . As a result, since the electric wire accommodated in the conduit P can be maintained straight without being bent or greatly bent, the electric wire is not damaged.

よって、広幅の配設空間V3 には、その幅(W3 )を有効に利用した電線管P以外の別の奥行き長の大きな配設体が配設可能となる。このような配設体の典型例として、壁表のコンセントの背面側の壁内に配設されるボックスBがあり、図8及び図9に示されるように、その底壁部51に形成された一対のビス挿通孔52にビスJを挿通させて、当該ビスJを補強部材R1 の本体板部1に形成された第1ビス下孔4に螺入することにより、前記配設空間V3 にボックスBを配設して、当該ボックスBを、その背面側の補強部材R1 に固定できる。 Therefore, in the wide arrangement space V 3 , another arrangement body having a large depth length other than the conduit P that effectively uses the width (W 3 ) can be arranged. A typical example of such an arrangement is a box B arranged in the wall on the back side of the wall outlet, and is formed on the bottom wall 51 of the box B as shown in FIGS. By inserting the screw J through the pair of screw insertion holes 52 and screwing the screw J into the first screw lower hole 4 formed in the main body plate portion 1 of the reinforcing member R 1 , the arrangement space V The box B can be arranged in 3 and the box B can be fixed to the reinforcing member R 1 on the back side.

図10及び図11に示される実施例2の補強部材R2 は、前記補強部材R1 において、長手方向の両端の固定部11’に対して補強部12’を突出させることにより、当該補強部12’の高さを固定部11’の高さよりも高くしたものであって、当該補強部12’における固定部11’よりも高さが高くなっている部分は、端面が離間して対向配置された2本の振止め材Sの間に形成される当該振止め材Sの不存在部K1 に挿入される挿入部13となる。この構成により、補強部12’の長手方向の両端の各端面は、各端部が所定間隔をおいて対向配置された2本の振止め材Sの各対向端面が当接可能な当接面14となっている。 The reinforcing member R 2 of the second embodiment shown in FIGS. 10 and 11 has a reinforcing portion 12 ′ that protrudes from the fixing portion 11 ′ at both ends in the longitudinal direction in the reinforcing member R 1 . The height of 12 ′ is higher than the height of the fixing portion 11 ′, and the portion of the reinforcing portion 12 ′ that is higher than the fixing portion 11 ′ is arranged opposite to each other with the end surfaces separated from each other. the insertion portion 13 to be inserted into the vibration stopper member missing portion K 1 of S formed between the two vibration stopper member S that is. With this configuration, the end surfaces at both ends in the longitudinal direction of the reinforcing portion 12 ′ are contact surfaces on which the opposite end surfaces of the two anti-vibration materials S with the end portions facing each other at a predetermined interval can contact each other. 14

このため、軽量間仕切壁Dの組立て時には、端面が所定間隔をおいて対向配置された2本の振止め材Sの一方の端面に、補強部材R2 の挿入部13の一方の当接面14を当接させた状態で、固定金具Fにより、前記一方の振止め材Sの端部に補強部材R2 を片持ち状にして固定し、その後に、前記一方の振止め材Sに片持ち状となって連結されている補強部材R2 の挿入部13の他方の当接面14に他方の振止め材Sの端面を当接させて、別の固定金具Fにより、補強部材R2 の他方の当接面14の部分と、他方の振止め材Sとを連結すると、当該補強部材Sを介して2本の振止め材Sが連結される。このため、軽量間仕切壁Dの組み立てにおける補強部材R2 による2本の振止め材Sの連結の作業が容易となる。また、補強部12’の高さが高くなっている分だけ、当該補強部12’の断面係数が大きくなる結果、2本の振止め材Sを連結する強度も高められる。 For this reason, when the lightweight partition wall D is assembled, one abutment surface 14 of the insertion portion 13 of the reinforcing member R 2 is placed on one end surface of the two anti-vibration members S whose end surfaces are opposed to each other with a predetermined interval. In a state where the reinforcement member R 2 is cantilevered and fixed to the end portion of the one bracing material S by the fixing bracket F, and then cantilevered to the one bracing material S. the other abutment face 14 of the reinforcing member R 2 of the insertion portion 13 becomes Jo and are connected by abutting the end face of the other vibration stopper member S, by a separate fixing bracket F, the reinforcing member R 2 When the other abutment surface 14 and the other anti-sway material S are connected, the two anti-sway materials S are connected via the reinforcing member S. Therefore, the work of connecting the two vibration stopper member S by the reinforcing member R 2 in the assembly of lightweight partition wall D is facilitated. Further, as the height of the reinforcing portion 12 ′ is increased, the section modulus of the reinforcing portion 12 ′ is increased, and as a result, the strength of connecting the two anti-vibration materials S is increased.

各端面が所定間隔をおいて対向配置された2本の振止め材Sが補強部材R2 で連結補強された状態では、図11に示されるように、補強部12’における固定部11’に対して突出している部分12a’は、2本の振止め材Sにより形成された当該振止め材Sの不存在部K1 に入り込むために、振止め材Sの外側面Saに対する補強部12’の後退量は、前記補強部材R1 の後退量よりも小さくなる。この結果、配設空間V3'の幅W3'は、前記配設空間V3 の幅W3 よりも狭くなるが、狭隘空間V2 の幅W2 に比較すると、十分に拡幅された配設空間V3'が形成されている。 In a state where the two anti-vibration members S whose end surfaces are opposed to each other with a predetermined interval are connected and reinforced by the reinforcing member R 2 , as shown in FIG. 11, the fixed portion 11 ′ in the reinforcing portion 12 ′ portion 12a which projects against 'in order to enter the missing portion K 1 of the stop member S vibration corresponding formed by sealing material S oscillation of two, reinforcing portion 12 relative to the outer surface Sa of Futome material S' the amount of retraction is smaller than the amount of recession of the reinforcing member R 1. As a result, 'the width W 3' of disposing space V 3 is the becomes narrower than the width W 3 of the disposing space V 3, when compared to the width W 2 of the narrow space V 2, it is sufficiently widened distribution An installation space V 3 ′ is formed.

実施例1,2は、電線管Pの配線位置が予め分かっているために、振止め材Sを欠落又は欠損させることなく、電線管Pの配線位置に、2本の振止め材Sの各端部を離間配置させることにより、振止め材Sの不存在部K1 を形成し、当該不存在部K1 の部分において、振止め材Sの一方の外側面Saに対して後退配置された補強部材R1(R2)を介して2本の振止め材Sを連結補強させることにより、幅広の配設空間V3(V3')を形成したものである。 In Examples 1 and 2, since the wiring position of the conduit P is known in advance, each of the two restraining materials S can be placed at the wiring position of the conduit P without missing or missing the restraining material S. by spaced ends to form a missing portion K 1 of Futome material S, in the portion of the missing portion K 1, is retracted positioned against one of the outer side surface Sa of Futome material S A wide arrangement space V 3 (V 3 ′) is formed by connecting and reinforcing the two anti-vibration members S via the reinforcing member R 1 (R 2 ).

これに対して、実施例3は、図12に示されるように、電線管Pの配線位置において、振止め材Sの一方の外側面Saの側を平面視で長方形状に欠落させて欠落部K2 を形成することにより、幅W3'' の配設空間V3'' を形成している。この結果、振止め材Sには、連結部61が残存され、当該連結部61によって、振止め材Sは、連続した1本状になっている。しかし、振止め材Sにおける当該連結部61の部分は、大きく欠落されているため、他の一般部に比較して強度が低下している。 On the other hand, as shown in FIG. 12, in Example 3, at the wiring position of the conduit P, the one outer surface Sa side of the brace S is missing in a rectangular shape in plan view, and the missing portion By forming K 2 , an arrangement space V 3 ″ having a width W 3 ″ is formed. As a result, the connection part 61 remains in the anti-vibration material S, and the anti-vibration material S has a continuous single shape by the connection part 61. However, since the portion of the connecting portion 61 in the anti-vibration material S is largely omitted, the strength is reduced as compared with other general portions.

そこで、実施例1と同様にして、振止め材Sの連結部61の背面側に補強部材R1 を配置して、強度の低下した連結部61を補強する構造となっている。このため、配設空間V3'' の幅は、一方の壁材83aの内側面と、振止め材Sの連結部61の内端面61aとで形成され、振止め材Sの一方の外側面Saに対する当該内端面61aの位置が、狭隘空間V2 に対して幅を広くするのに寄与する後退部分の後退位置となっている。実施例3の連結部61の内端面61aの後退量は、実施例1の補強部材R1 の後退量(振止め材Sの幅Wsに等しい)よりも小さくなっている。しかし、前記電線管Pであれば、拡幅され配設空間V3'' に直状を維持して配管可能である。 Therefore, similarly to the first embodiment, the reinforcing member R 1 is disposed on the back side of the connecting portion 61 of the anti-vibration material S to reinforce the connecting portion 61 whose strength has been reduced. For this reason, the width of the arrangement space V 3 ″ is formed by the inner surface of one wall member 83a and the inner end surface 61a of the connecting portion 61 of the anti-vibration material S, and one outer surface of the anti-vibration material S. position of the inner end surface 61a for Sa has a retracted position contributes retracted portion to increase the width with respect to the narrow space V 2. The retraction amount of the inner end surface 61a of the connecting portion 61 of the third embodiment is smaller than the retraction amount of the reinforcing member R1 of the first embodiment (equal to the width Ws of the anti-rest material S). However, with the conduit P, the piping can be widened and maintained straight in the arrangement space V 3 ″.

従って、実施例3で使用される補強部材R1 の第1及び第2の各ビス下孔4,5は使用されないので、実施例2においては、本体板部1に第1及び第2の各ビス下孔4,5が形成されていない補強部材の使用が可能である。 Accordingly, since the first and second screw pilot holes 4 and 5 of the reinforcing member R 1 used in the third embodiment are not used, in the second embodiment, the first and second screw holes are formed in the main body plate portion 1. It is possible to use a reinforcing member in which the screw holes 4 and 5 are not formed.

また、振止め材Sに対する補強部材R1,R2 の両端の固定部11の固定は、断面視において、当該振止め材Sの全体を固定金具Fの本体部21に収容した状態で、当該固定金具Fを用いて行われるため、振止め材Sと補強部材R1,R2 との固定強度が大きくなる利点がある。 Further, fixing of the fixing portions 11 at both ends of the reinforcing members R 1 and R 2 to the anti-rest material S is performed in a state where the entire anti-vibration material S is accommodated in the main body portion 21 of the fixing bracket F in a cross-sectional view. Since the fixing bracket F is used, there is an advantage that the fixing strength between the anti-rest material S and the reinforcing members R 1 and R 2 is increased.

B:ボックス(配設体)
C:軽量間柱
D:軽量間仕切壁
1 :振止め材の不存在部
2 :振止め材の欠落部
1 :補強部材の長さ
2 :振止め材の不存在部の長さ
P:電線管(配設体)
1,R2 :補強部材
S:振止め材
Sa,Sb :振止め材の外側面
1 :壁内空間
2 :狭隘空間
3,V3',V3'' :配設空間
Ws:振止め材の幅
2 :狭隘空間の幅
3,W3', W3'' :配設空間の幅
1:補強部材の本体板部
2:補強部材の補強板部
4:第1ビス下孔
5:第2ビス下孔
6:第3ビス下孔
11,11’:補強部材の固定部
12,12’:補強部材の補強部
61:欠落部の形成により振止め材に残存した連結部
61a:振止め材の連結部の内端面
83a,83b :壁材
B: Box (arrangement body)
C: Lightweight stud
D: Lightweight partition wall
K 1 : Absent part of the anti-rest material
K 2 : Missing part of anti-rest material
L 1 : Length of the reinforcing member
L 2 : Length of the non-existing portion of the anti-rest material
P: Conduit (arrangement body)
R 1 and R 2 : Reinforcing members
S: Damping material
Sa, Sb: Outer surface of the brace
V 1 : Wall space
V 2 : Narrow space V 3 , V 3 ′, V 3 ″: Installation space
Ws: Width of the brace
W 2 : Width of narrow space W 3 , W 3 ′, W 3 ″: Width of installation space
1: Body plate part of reinforcing member
2: Reinforcing plate portion of the reinforcing member
4: 1st screw pilot hole
5: Second screw pilot hole
6: Third screw pilot hole
11, 11 ': Retaining member fixing portion
12, 12 ': Reinforcing part of reinforcing member
61: Connection part remaining on the anti-vibration material due to the formation of the missing part
61a: Inner end surface of the connection part of the anti-vibration material
83a, 83b: Wall material

Claims (3)

所定間隔で立設された軽量間柱の振れを防止すべく、当該軽量間柱を貫通する振止め材が、当該軽量間柱の両外側に配置された各壁材で挟まれた壁内空間に水平に架設された軽量間仕切壁において、
一方の壁材と前記振止め材との間の狭隘空間に、管・ケーブルやボックス等の配設体を配設する際に、
前記配設体と干渉する箇所を欠損又は欠落された前記振止め材の当該欠損又は欠落箇所、或いは前記配設体と干渉する箇所を挟むようにして、端部どうしが離間して配置された前記振止め材の各端部を連結して補強すべく、当該振止め材に対して固定される固定部と、
前記振止め材の一方の壁材側の外側面に対して他方の壁材側に後退配置された状態で、前記振止め材に対して前記固定部を介して固定される補強部と、
を備え、
前記一方の壁材と前記補強部との間に、前記狭隘空間の幅に対して大きく拡幅された前記配設体の配設空間を形成可能にしたことを特徴とする軽量間仕切壁における振止め材の補強部材。
In order to prevent the light weight studs standing at predetermined intervals from swinging, the anti-vibration material penetrating the light weight studs is horizontally placed in the wall space between the wall materials arranged on both outer sides of the light weight studs. In the lightweight partition wall constructed,
When arranging an arrangement body such as a tube / cable or a box in a narrow space between one wall material and the anti-vibration material,
The vibration member in which the end portions are arranged apart from each other so as to sandwich the defect portion or missing portion of the anti-vibration material missing or missing from the location that interferes with the arrangement body, or the location that interferes with the arrangement body. In order to connect and strengthen each end of the stopper material, a fixed portion fixed to the anti-rest material,
A reinforcing part fixed to the anti-skid material via the fixing part in a state of being disposed backward on the other side of the wall material side with respect to the outer surface of the one side of the anti-skid material;
With
An anti-vibration device for a lightweight partition wall, wherein an arrangement space for the arrangement body greatly widened with respect to a width of the narrow space can be formed between the one wall material and the reinforcing portion. Reinforcement member of material.
前記補強部には、前記配設体を当該補強部に固定するためのビスが螺合されるビス孔が形成されていることを特徴とする請求項1に記載の軽量間仕切壁における振止め材の補強部材。   The anti-vibration material for the lightweight partition wall according to claim 1, wherein the reinforcing portion is formed with a screw hole into which a screw for fixing the arrangement body to the reinforcing portion is screwed. Reinforcing member. 前記補強部には、横断面がコの字状であって、開口が他方の壁材と対向するように縦配置されることを特徴とする請求項1又は2に記載の軽量間仕切壁における振止め材の補強部材。   The vibration in the lightweight partition wall according to claim 1 or 2, wherein the reinforcing portion has a U-shaped cross section and is vertically arranged so that the opening faces the other wall member. Reinforcing member for stop material.
JP2012184122A 2012-08-23 2012-08-23 Reinforcing member for bracing on lightweight partition wall Active JP5832972B2 (en)

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Publication number Priority date Publication date Assignee Title
CN106854907A (en) * 2017-02-22 2017-06-16 云南昆钢建设集团有限公司 A kind of cast-in-place ardealite base superelevation combined wall and its construction method

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JPH1096486A (en) * 1996-09-20 1998-04-14 Mirai Ind Co Ltd Pipe fitting used in light partition wall
JP2003333730A (en) * 2002-05-14 2003-11-21 Mirai Ind Co Ltd Wiring box for light weight partition wall and wiring box device
JP2008005687A (en) * 2006-05-26 2008-01-10 Mirai Ind Co Ltd Box-fixing tool and its mounting method
JP2009044883A (en) * 2007-08-09 2009-02-26 Mirai Ind Co Ltd Box array device and box for wiring
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JP2011101563A (en) * 2009-11-09 2011-05-19 Mirai Ind Co Ltd Arrangement member fixture

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Publication number Priority date Publication date Assignee Title
JPS5941108A (en) * 1982-08-31 1984-03-07 未来工業株式会社 Method of mounting box on temporary concrete frame and box mounting implement
JPH1096486A (en) * 1996-09-20 1998-04-14 Mirai Ind Co Ltd Pipe fitting used in light partition wall
JP2003333730A (en) * 2002-05-14 2003-11-21 Mirai Ind Co Ltd Wiring box for light weight partition wall and wiring box device
JP2008005687A (en) * 2006-05-26 2008-01-10 Mirai Ind Co Ltd Box-fixing tool and its mounting method
JP2009044883A (en) * 2007-08-09 2009-02-26 Mirai Ind Co Ltd Box array device and box for wiring
JP2011101562A (en) * 2009-11-09 2011-05-19 Mirai Ind Co Ltd Arrangement member fixture
JP2011101563A (en) * 2009-11-09 2011-05-19 Mirai Ind Co Ltd Arrangement member fixture

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106854907A (en) * 2017-02-22 2017-06-16 云南昆钢建设集团有限公司 A kind of cast-in-place ardealite base superelevation combined wall and its construction method

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