JP2019019499A - Wall connecting device - Google Patents

Wall connecting device Download PDF

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JP2019019499A
JP2019019499A JP2017137251A JP2017137251A JP2019019499A JP 2019019499 A JP2019019499 A JP 2019019499A JP 2017137251 A JP2017137251 A JP 2017137251A JP 2017137251 A JP2017137251 A JP 2017137251A JP 2019019499 A JP2019019499 A JP 2019019499A
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Prior art keywords
wall
bridging member
building
inner plate
plate
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啓二 今戸
Keiji Imado
啓二 今戸
真治朗 由見
Shinjiro Yumi
真治朗 由見
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Osaka Soda Co Ltd
Oita University
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Daiso Co Ltd
Oita University
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Abstract

To easily and surely fix a wall connecting device to an outer wall of a building by one worker from a scaffold.SOLUTION: A wall connecting device 10 comprises: a rod-like bridging member 12 bridged between a wall of a building and a scaffold arranged around the building; an outer plate 14 connected to a distal end at the wall side of the building in the bridging member so as not to be moved along the bridging member; and an inner plate 18 provided on the distal end side from the outer plate in the bridging member so as to be movable along the bridging member. The wall of the building is held between the outer plate and the inner plate, and the inner plate is locked so as not to be moved along the bridging member by the principle of a free hook.SELECTED DRAWING: Figure 1

Description

本発明は、建物の解体や外壁リフォームに際して建築物の周囲に仮設される足場を建物の外壁等(以下建物の外壁と称する)とを接続する壁つなぎ装置に関する。   The present invention relates to a wall connecting device that connects a scaffold temporarily provided around a building when a building is dismantled or an outer wall is remodeled to an outer wall of the building (hereinafter referred to as an outer wall of the building).

特許文献1には、横棒の一端側に第1挟持体と第2挟持体とを離間させて設け、この第1挟持体と第2挟持体とで建物の外壁を挟み付けて固定するようにした壁つなぎ装置が記載されている。この壁つなぎ装置では、横棒には複数の孔が長手方向に並べて形成されており、この孔と第2挟持体に形成した孔とを位置合わせして、連結ピンを挿通することによって、第2挟持体を横棒に沿って複数の位置で固定できるようにして、第1挟持体と第2挟持体との間の距離を調節できるようになっている。更に、第2の挟持体には調整用螺軸が配設されており、様々な厚さの外壁に適合できるようになっている。   In Patent Document 1, a first sandwiching body and a second sandwiching body are provided separately on one end side of a horizontal bar, and an outer wall of a building is sandwiched and fixed between the first sandwiching body and the second sandwiching body. A wall splicing device is described. In this wall splicing device, a plurality of holes are formed in the horizontal bar in the longitudinal direction. By aligning the holes and the holes formed in the second sandwiching body and inserting the connecting pin, The distance between the first sandwiching body and the second sandwiching body can be adjusted by allowing the two sandwiching bodies to be fixed at a plurality of positions along the horizontal bar. Furthermore, an adjustment screw shaft is disposed on the second holding member so that it can be adapted to outer walls of various thicknesses.

特開平09―310483号公報Japanese Patent Application Laid-Open No. 09-310483

特許文献1の壁つなぎ装置は、様々な厚さの外壁に適合することができるが、第2挟持体を横棒に固定するために、第2挟持体の貫通孔と横棒の貫通孔とを位置合わせし、そこに連結ピンを挿通し、調整用螺軸を締め付けたりする固定作業がであり、かつ、固定される足場から作業者がこれら固定作業を行うことが困難である。そのため、特許文献1の壁つなぎ装置を建物の外壁と足場とに固定するために、建物側と足場側とに作業者を配置したり、或いは、作業者は足場から身を乗り出して固定作業を行わなければならない問題がある。   The wall joining device of Patent Document 1 can be adapted to outer walls of various thicknesses, but in order to fix the second sandwiching body to the horizontal bar, the through hole of the second sandwiching body and the through hole of the horizontal bar Is fixed, the connecting pin is inserted therethrough, and the adjusting screw shaft is tightened, and it is difficult for the operator to perform these fixing operations from the fixed scaffold. Therefore, in order to fix the wall joining apparatus of Patent Document 1 to the outer wall and the scaffolding of the building, an operator is arranged on the building side and the scaffolding side, or the worker gets out of the scaffolding and performs the fixing work. There is a problem that must be done.

本発明は、こうした従来技術の問題を解決することを技術課題としており、建物の外壁に確実に強固に固定でき、かつ、足場から1人の作業者によって容易に外壁に着脱可能な壁つなぎ装置を提供することを目的としている。   The present invention has a technical problem to solve such problems of the prior art, and can be securely fixed to the outer wall of a building and can be easily attached to and detached from the outer wall by one operator from a scaffold. The purpose is to provide.

上述の目的を達成するために、本発明によれば、建物の壁と該建物の周囲に配設された足場との間に架け渡される棒状の架橋部材と、前記架橋部材において前記建物の壁側の先端部分に前記架橋部材に沿って移動できないように連結された外板と、前記架橋部材において前記外板よりも先端側に前記架橋部材に沿って移動可能に設けられた内板とを具備し、前記外板と内板とで前記建物の壁を挟持し、前記内板を自在かぎの原理で前記架橋部材に沿って移動できないように係止するようにした壁つなぎ装置が提供される。   In order to achieve the above-mentioned object, according to the present invention, a rod-shaped bridging member spanned between a building wall and a scaffold disposed around the building, and the building member includes a wall of the building. An outer plate connected so as not to move along the bridging member to the distal end portion on the side, and an inner plate provided on the bridging member so as to be movable along the bridging member on the tip side of the outer plate. There is provided a wall connecting device that holds the wall of the building between the outer plate and the inner plate, and locks the inner plate so that the inner plate cannot be moved along the bridging member by the principle of a free key. The

本発明によれば、作業者は、架橋部材に沿って移動できないように連結された外板と、架橋部材に沿って移動可能に設けられた内板とで建物の壁を挟持するように、架橋部材を建物の周囲に配設された足場と建物の壁との間に架け渡すように壁つなぎ装置を配置することができる。そして、内板を自在かぎの原理で前記架橋部材に沿って移動できないように係止することによって、壁つなぎ装置を建物の壁に強固に固定することができる。   According to the present invention, the operator holds the building wall between the outer plate connected so as not to move along the bridging member and the inner plate movably provided along the bridging member. The wall connecting device can be arranged so that the bridging member is bridged between the scaffolding disposed around the building and the building wall. Then, by locking the inner plate so that it cannot move along the bridging member by the principle of a free key, the wall connecting device can be firmly fixed to the wall of the building.

本発明の好ましい実施形態による壁つなぎ装置の斜視図である。1 is a perspective view of a wall tethering device according to a preferred embodiment of the present invention. 図1の壁つなぎ装置の側面図である。It is a side view of the wall joining apparatus of FIG. 自在かぎの原理を説明するための略図である。It is the schematic for demonstrating the principle of a free key.

以下、添付図面を参照して、本発明の好ましい実施形態を説明する。
図1、2において、壁つなぎ装置10は、建物の外側に組み立てられる足場(図示せず)を建物の外壁Wに連結する架橋部材12と、該架橋部材12にピン16によって回動可能に連結される第1の挟持部材または外板14と、架橋部材12に沿って移動可能に取り付けられた第2の挟持部材または内板18と、外板14の一端に結合された押圧レバー20と、押圧レバー20内に挿通され、先端部22aにおて内板18に連結された紐状部材22と、押圧レバー20のための係止装置25とを具備している。
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.
1 and 2, a wall connecting device 10 includes a bridge member 12 that connects a scaffold (not shown) assembled on the outside of a building to an outer wall W of the building, and is rotatably connected to the bridge member 12 by a pin 16. A first holding member or outer plate 14 to be moved, a second holding member or inner plate 18 movably attached along the bridging member 12, a pressing lever 20 coupled to one end of the outer plate 14, A string-like member 22 inserted into the pressing lever 20 and connected to the inner plate 18 at the distal end portion 22a, and a locking device 25 for the pressing lever 20 are provided.

架橋部材12は、足場を建物の外壁Wに連結するのに十分な強度を有した金属製の断面が矩形の棒状部材、好ましくは中空の管状部材より成る。本実施形態では、外板14は、ウェブ14aと、ウェブ14aの両側部に設けられたフランジ14bとを有して断面がコの字形を呈した形鋼より成り、ウェブ14aに架橋部材12を挿通する開口部14cが形成されている。外板14は、フランジ14bにおいてピン16によって架橋部材12に回動可能に連結されている。   The bridging member 12 is made of a rod-shaped member having a rectangular metal cross section, preferably a hollow tubular member, having sufficient strength to connect the scaffold to the outer wall W of the building. In the present embodiment, the outer plate 14 is made of a steel plate having a web 14a and flanges 14b provided on both sides of the web 14a and having a U-shaped cross section. An opening 14c to be inserted is formed. The outer plate 14 is rotatably connected to the bridging member 12 by a pin 16 at the flange 14b.

本実施形態では、内板18は、ウェブ18aと、ウェブ18aの両側部に設けられたフランジ18bとを有して断面がコの字形を呈した形鋼より成り、ウェブ18aには架橋部材12を挿通する矩形の開口部18cが形成されている。また、ウェブ18aにおいて建物の外壁Wに対面する表面から突出する当接部18dが設けられている。当接部18dは、好ましくは、外壁Wに当接する先端部分が球面または円筒面となるように形成され、ウェブ18aに溶接等の結合方法によって一体に結合されている。内板18は、架橋部材12を開口部18cに挿通することによって、架橋部材12において外板14よりも先端側で架橋部材12に沿って移動可能に取り付けられる。   In the present embodiment, the inner plate 18 is made of a steel having a web 18a and flanges 18b provided on both sides of the web 18a and having a U-shaped cross section. A rectangular opening 18c is formed through which is inserted. Moreover, the contact part 18d which protrudes from the surface which faces the outer wall W of a building in the web 18a is provided. The abutting portion 18d is preferably formed such that a tip portion that abuts on the outer wall W is a spherical surface or a cylindrical surface, and is integrally coupled to the web 18a by a coupling method such as welding. The inner plate 18 is movably attached along the bridging member 12 on the distal end side of the outer plate 14 in the bridging member 12 by inserting the bridging member 12 through the opening 18c.

押圧レバー20は、中空の金属製パイプ部材より成り、ブラケット34を介して外板14の上端部に結合されている。本実施形態では、ブラケット34は、溶接等の適当な結合方法によって外板14の上端部に結合されている。本実施形態では、押圧レバー20はUボルトのような適当な締結手段によってブラケット34に着脱可能に取り付けられている。押圧レバー20内を通して紐状部材22が延設されている。紐状部材22は、ワイヤやロープ等から形成することができ、先端部22aは二股に分かれて、内板18の両フランジ18bに連結されている。紐状部材22において、先端部22aの反対側の端部に作業者による把持を助ける握りまたはグリップ(図示せず)を設けてもよい。   The pressing lever 20 is made of a hollow metal pipe member, and is coupled to the upper end portion of the outer plate 14 via a bracket 34. In the present embodiment, the bracket 34 is coupled to the upper end portion of the outer plate 14 by an appropriate coupling method such as welding. In this embodiment, the pressing lever 20 is detachably attached to the bracket 34 by appropriate fastening means such as a U bolt. A string-like member 22 extends through the inside of the pressing lever 20. The string-like member 22 can be formed of a wire, a rope, or the like, and the distal end portion 22a is divided into two forks and connected to both flanges 18b of the inner plate 18. In the string-like member 22, a grip or a grip (not shown) that assists the operator in gripping may be provided at the end opposite to the tip 22a.

係止装置25は、架橋部材12に対して横断方向に延設されたロッド24と、該ロッド24を係止する係止レバー28とを具備する。ロッド24は、押圧レバー20において外板14との結合部から離間した遠位端に隣接した部分に、ピン26によって回動可能に連結されている。係止レバー28は、アングル部材より成り架橋部材12の側面にピン32によって回動可能に連結されている。係止レバー28は、ロッド24を挿通する貫通孔が形成されている。また、係止レバー28には、作業者が把持して、係止レバー28を操作するための例えばUボルトより成るグリップ30が取り付けられている。   The locking device 25 includes a rod 24 that extends in the transverse direction with respect to the bridging member 12, and a locking lever 28 that locks the rod 24. The rod 24 is rotatably connected to a portion of the pressing lever 20 adjacent to the distal end that is separated from the coupling portion with the outer plate 14 by a pin 26. The locking lever 28 is formed of an angle member and is rotatably connected to the side surface of the bridging member 12 by a pin 32. The locking lever 28 has a through hole through which the rod 24 is inserted. In addition, a grip 30 made of, for example, a U-bolt is attached to the locking lever 28 for gripping and operating the locking lever 28 by an operator.

以下、本実施形態の作用を説明する。
先ず、図1、2に示すように、外板14が建物の外壁Wの外面に、そして内板18が外壁Wの内面に接触し、架橋部材12と押圧レバー20が足場側に延びるように、壁つなぎ装置10が足場と外壁Wとの間に配置される。この作業は、作業者が足場から行うことができる。
Hereinafter, the operation of the present embodiment will be described.
First, as shown in FIGS. 1 and 2, the outer plate 14 contacts the outer surface of the outer wall W of the building, the inner plate 18 contacts the inner surface of the outer wall W, and the bridging member 12 and the pressing lever 20 extend to the scaffold side. The wall connecting device 10 is disposed between the scaffold and the outer wall W. This work can be performed from the scaffold by the worker.

次いで、架橋部材12が外壁Wへ向けて押圧され、外板14の先端が外壁Wの外面に接触する。作業者が紐状部材22を引っ張ると、内板18が架橋部材12に沿ってスライドし、当接部18dが外壁Wの内面に接触する。作業者が押圧レバー20の先端部分を把持して押し下げると、図1において矢印Aで示すように、外板14にはピン16を中心としてのモーメントが作用し、てこの原理により外板14の下端が外壁Wの外面に強く押圧される。   Next, the bridging member 12 is pressed toward the outer wall W, and the tip of the outer plate 14 contacts the outer surface of the outer wall W. When the operator pulls the string-like member 22, the inner plate 18 slides along the bridging member 12, and the contact portion 18 d comes into contact with the inner surface of the outer wall W. When the operator grasps and pushes down the tip end portion of the pressing lever 20, a moment about the pin 16 acts on the outer plate 14 as shown by an arrow A in FIG. The lower end is strongly pressed against the outer surface of the outer wall W.

それと同時に、外板14が外壁Wの外面に圧されることの反力により、内板18の当接部18dも外壁Wの内面に押圧され、架橋部材12は、外壁Wに強固に固定される。この際、内板18は、自在かぎの原理により、架橋部材12にロックされ滑り移動することはできない。つまり、当接部18dが外壁Wに押圧されると、当接部18dに作用する外壁Wからの反力によって、内板18には反対方向(反時計回りの方向)のモ−メントが作用し、そのモ−メントに釣り合うように内板18と架橋部材12との間に強い接触力(反力または垂直効力)が発生し、その摩擦力によって内板18は架橋部材12上にロックされる。これが自在かぎの原理である。本実施形態では、自在かぎの原理は、内板18が外壁Wから受ける反力によるモーメントによって、内板18と架橋部材12との間に生じる摩擦力が増大することを意味する。   At the same time, due to the reaction force of the outer plate 14 being pressed against the outer surface of the outer wall W, the contact portion 18d of the inner plate 18 is also pressed against the inner surface of the outer wall W, and the bridging member 12 is firmly fixed to the outer wall W. The At this time, the inner plate 18 is locked to the bridging member 12 and cannot slide by the principle of a free key. That is, when the contact portion 18d is pressed against the outer wall W, a moment in the opposite direction (counterclockwise direction) acts on the inner plate 18 due to a reaction force from the outer wall W acting on the contact portion 18d. However, a strong contact force (reaction force or vertical effect) is generated between the inner plate 18 and the bridging member 12 so as to balance the moment, and the inner plate 18 is locked onto the bridging member 12 by the frictional force. The This is the principle of free key. In the present embodiment, the principle of the free key means that the frictional force generated between the inner plate 18 and the bridging member 12 is increased by the moment due to the reaction force that the inner plate 18 receives from the outer wall W.

内板18と外壁Wとの間の力学モデルを示す略図である図3を参照して、自在かぎの原理を一層詳細に説明する。図3において、Nは架橋部材12と内板18の開口部18cとの間に作用する力、つまり、架橋部材12と内板18の開口部18cの架橋部材12に関して外壁Wから遠い側(図3では上側)の内縁との接点P1、開口部18cの架橋部材12に関して外壁Wに近い側(図3では下側)の内縁との接点P2において、内板18が架橋部材12から受ける反力(垂直効力)である。Rは、内板18の当接部18dが外壁Wから受ける反力(垂直効力)である。ここで、Rは、架橋部材12を内板18の開口部18cから長手方向(左方向)に引き抜く力と等しくなることに注意されたい。 With reference to FIG. 3, which is a schematic diagram showing a dynamic model between the inner plate 18 and the outer wall W, the principle of the free key will be described in more detail. In FIG. 3, N is a force acting between the bridging member 12 and the opening 18c of the inner plate 18, that is, the side far from the outer wall W with respect to the bridging member 12 of the bridging member 12 and the opening 18c of the inner plate 18 (see FIG. 3, the inner plate 18 receives from the bridging member 12 at the contact point P 1 with the inner edge on the upper side) and the contact point P 2 with the inner edge on the side close to the outer wall W (lower side in FIG. 3) with respect to the bridging member 12 of the opening 18 c. Reaction force (vertical effect). R is a reaction force (vertical effect) that the contact portion 18d of the inner plate 18 receives from the outer wall W. Here, it should be noted that R is equal to a force for pulling the bridging member 12 from the opening 18c of the inner plate 18 in the longitudinal direction (left direction).

いま、接点P1、P2間の架橋部材12の長手方向(架橋部材12の中心軸に沿う方向)の距離をBとすると、接点P1回りのモーメントの釣合から下記の式(1)を得る。

Figure 2019019499
Assuming that the distance in the longitudinal direction of the bridging member 12 between the contacts P 1 and P 2 (the direction along the central axis of the bridging member 12) is B, the following formula (1) is obtained from the balance of moments around the contact P 1. Get.
Figure 2019019499

ここで、架橋部材12が内板18に対して滑らないための条件は、μを摩擦係数として、

Figure 2019019499
Here, the condition for the bridging member 12 not to slide with respect to the inner plate 18 is that μ is a friction coefficient.
Figure 2019019499

式(1)、(2)から、

Figure 2019019499
となる。一例として、実寸であるB=5mm、H=150mmを式(3)に代入すると、μ=0.017となる。通常鉄同士の摩擦係数は0.2程度であるので、0.2/0.017=11.8と安全率は10以上あり、摩擦力でも十分強固に固定可能なことが分かる。 From equations (1) and (2)
Figure 2019019499
It becomes. As an example, if B = 5 mm and H = 150 mm, which are the actual dimensions, are substituted into Equation (3), μ = 0.17. Since the friction coefficient between irons is usually about 0.2, the safety factor is 0.2 / 0.017 = 11.8, which is 10 or more.

押圧レバー20を押し下げた状態で、作業者が係止レバー28のグリップ30を把持して上方に引き上げると、ロッド24が自在かぎの原理により係止レバー28にロックされ、押圧レバー20が架橋部材12に対して強固にロックされる。最後に、通常使用される固定金具(図示せず)で架橋部材12と足場とを固定すれば、足場は壁に完全に固定される。これら一連の操作は、作業者が足場に乗った状態で数秒で行える。   When the operator holds the grip 30 of the locking lever 28 and pulls it upward while the pressing lever 20 is pushed down, the rod 24 is locked to the locking lever 28 by the principle of a free key, and the pressing lever 20 is bridge member. 12 is firmly locked. Finally, if the bridging member 12 and the scaffold are fixed with a commonly used fixing bracket (not shown), the scaffold is completely fixed to the wall. These series of operations can be performed in a few seconds while the operator is on the scaffold.

外壁Wとの固定を解除したい時は、作業者がグリップ30を把持して係止レバー28を押し下げることによって、係止レバー28がピン32を中心として回動し、ロッド24が係止レバー28の貫通孔内で自由に移動可能となり、ロックは瞬時に解除される。その際、押圧レバー20の先端部分も同時に押し下げるようにすると、係止レバー28を押し下げ易くなる。   When it is desired to release the fixation with the outer wall W, the operator holds the grip 30 and pushes down the locking lever 28, whereby the locking lever 28 rotates about the pin 32, and the rod 24 moves to the locking lever 28. It is possible to move freely in the through-holes, and the lock is released instantly. At this time, if the front end portion of the pressing lever 20 is also pushed down at the same time, the locking lever 28 can be pushed down easily.

足場と架橋部材12を連結する締結具を緩め、架橋部材12をその軸回りに回転させることによって、内板18を建物の外壁Wから脱離させることができ、架橋部材12を足場側へ引き入れることが可能となる。これにより、壁つなぎ装置10は建物の外壁Wから完全に分離され、足場側に回収可能となる。   By loosening the fastener that connects the scaffold and the bridging member 12 and rotating the bridging member 12 about its axis, the inner plate 18 can be detached from the outer wall W of the building, and the bridging member 12 is pulled into the scaffold side. It becomes possible. Thereby, the wall joining apparatus 10 is completely separated from the outer wall W of the building and can be collected on the scaffold side.

なお、既述の実施形態では、内板18の開口部18cは矩形に形成されているが、開口部18cは矩形以外の形状でも自在かぎの原理は有効に作用する。開口部18cは、例えば矩形ではなく円形にしてもよい。   In the above-described embodiment, the opening 18c of the inner plate 18 is formed in a rectangular shape, but the principle of the free key works effectively even if the opening 18c has a shape other than a rectangle. The opening 18c may be circular instead of rectangular, for example.

10 装置
12 架橋部材
14 外板
14a ウェブ
14b フランジ
14c 開口部
16 ピン
18 内板
18a ウェブ
18b フランジ
18c 開口部
18d 当接部
20 押圧レバー
22 紐状部材
22a 先端部
24 ロッド
25 係止装置
26 ピン
28 係止レバー
30 グリップ
32 ピン
34 ブラケット
DESCRIPTION OF SYMBOLS 10 apparatus 12 bridging member 14 outer plate 14a web 14b flange 14c opening part 16 pin 18 inner plate 18a web 18b flange 18c opening part 18d contact part 20 pressing lever 22 string-like member 22a tip part 24 rod 25 locking device 26 pin 28 Locking lever 30 Grip 32 Pin 34 Bracket

Claims (8)

建物の壁と該建物の周囲に配設された足場との間に架け渡される棒状の架橋部材と、
前記架橋部材において前記建物の壁側の先端部分に前記架橋部材に沿って移動できないように連結された外板と、
前記架橋部材において前記外板よりも先端側に前記架橋部材に沿って移動可能に設けられた内板とを具備し、
前記外板と内板とで前記建物の壁を挟持し、前記内板を自在かぎの原理で前記架橋部材に沿って移動できないように係止することを特徴とした壁つなぎ装置。
A rod-shaped bridging member that spans between a wall of the building and a scaffold disposed around the building;
An outer plate connected so as not to move along the bridging member to the tip of the building on the wall side of the bridging member;
An inner plate provided movably along the bridging member on the leading end side of the outer plate in the bridging member;
A wall joining apparatus characterized in that a wall of the building is sandwiched between the outer plate and the inner plate, and the inner plate is locked so as not to move along the bridging member by the principle of a free key.
前記内板は、前記建物の壁の表面に当接可能に設けられた当接部を有する請求項1に記載の壁つなぎ装置。   The wall connecting apparatus according to claim 1, wherein the inner plate has a contact portion provided so as to be able to contact the surface of the wall of the building. 前記外板は前記架橋部材を挿通する開口部を有し、かつ、ピンによって前記架橋部材に回動可能に連結され、前記内板は前記架橋部材を挿通する開口部を有しており、
前記壁つなぎ装置は、前記架橋部材が、前記建物の壁の頂部を横断して該建物の壁と前記足場との間に延在し、前記外板の一端部が前記建物の壁において前記足場に対面する側面に接触し、前記内板が前記建物の壁の反対側の側面に接触するように配置される請求項1に記載の壁つなぎ装置。
The outer plate has an opening through which the bridging member is inserted, and is rotatably connected to the bridging member by a pin, and the inner plate has an opening through which the bridging member is inserted,
In the wall connecting device, the bridging member extends across the top of the building wall between the building wall and the scaffold, and one end of the outer plate is located on the building wall. The wall connecting apparatus according to claim 1, wherein the wall connecting device is disposed so as to contact a side surface facing the wall and the inner plate is configured to contact a side surface opposite to the wall of the building.
前記外板おいて前記ピンに関して建物の壁と接触する端部とは反対側の端部に結合され、前記外板の前記一端部を前記建物の壁の外面に押圧するための押圧レバーを更に具備する請求項3に記載の壁つなぎ装置。   A pressing lever for pressing the one end of the outer plate against the outer surface of the building wall, which is coupled to the end of the outer plate opposite to the end contacting the wall of the building with respect to the pin; The wall joining apparatus of Claim 3 which comprises. 前記内板に連結された紐状部材を更に具備し、該紐状部材を前記足場から引き込むことによって、前記内板を前記外板へ向けて前記架橋部材に沿って移動させるようにした請求項4に記載の壁つなぎ装置。   A cord-like member connected to the inner plate is further provided, and the inner plate is moved toward the outer plate along the bridging member by pulling the cord-like member from the scaffold. 4. A wall joining apparatus according to 4. 前記押圧レバーは中空部材より成り、前記紐状部材は該押圧レバーの中空部内に挿通される請求項5に記載の壁つなぎ装置。   The wall connecting device according to claim 5, wherein the pressing lever is formed of a hollow member, and the string-like member is inserted into a hollow portion of the pressing lever. 前記外板を前記建物の壁の前記外面に押圧する位置に前記押圧レバーを固定する係止装置を更に具備する請求項5に記載の壁つなぎ装置。   The wall joining apparatus according to claim 5, further comprising a locking device that fixes the pressing lever at a position where the outer plate is pressed against the outer surface of the building wall. 前記係止装置は、前記押圧レバーから前記架橋部材へ向けて延設されたロッドと、前記架橋部材に回動可能に取り付けられ、前記ロッドを係止する係止レバーとを具備する請求項7に記載の壁つなぎ装置。   The locking device includes a rod extending from the pressing lever toward the bridging member, and a locking lever that is rotatably attached to the bridging member and locks the rod. A wall joining device as described in 1.
JP2017137251A 2017-07-13 2017-07-13 Wall connecting device Pending JP2019019499A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111038747A (en) * 2019-12-10 2020-04-21 蓝箭航天空间科技股份有限公司 Tool structure for assembling and disassembling rocket gas-liquid connector

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111038747A (en) * 2019-12-10 2020-04-21 蓝箭航天空间科技股份有限公司 Tool structure for assembling and disassembling rocket gas-liquid connector

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