JP5033393B2 - Wall body raising device and wall body raising method using the same - Google Patents

Wall body raising device and wall body raising method using the same Download PDF

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JP5033393B2
JP5033393B2 JP2006289565A JP2006289565A JP5033393B2 JP 5033393 B2 JP5033393 B2 JP 5033393B2 JP 2006289565 A JP2006289565 A JP 2006289565A JP 2006289565 A JP2006289565 A JP 2006289565A JP 5033393 B2 JP5033393 B2 JP 5033393B2
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wall body
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erection
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JP2008106493A (en
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和午 松尾
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三井ホーム株式会社
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Description

本発明は、壁体建て起こし装置および壁体の建て起こし工法に関する。   The present invention relates to a wall erection device and a wall erection method.

床等に水平に載置された壁体を垂直に建て起こす方法としては、ツーバイフォー工法の普及時に導入された壁起こし工具や簡易ジャッキを用いた建て起こし方法が主流である。その建て起こし方法の2つの従来例をそれぞれ図7、図8に示す。図7に示す方法は、ロッド81に、回動レバーのレバー操作によってロッド81に対して昇降自在となる壁起こし工具84を取り付け、壁起こし工具84の爪部82に壁体83の上部を載せるというものであり、作業者がロッド81を倒しつつ壁起こし工具84の回動レバーを手動操作して壁起こし工具84を上昇させることにより、爪部82で壁体83の上部を持ち上げ、壁体83を(a)→(b)→(c)のように建て起こすものである。(b)から(c)への途中あたりで地面上からでは壁起こし工具84に手が届かない場合、作業者は脚立などを用いてそのレバー操作を行う。なお、符号87はロッド81に対する滑り止め部材である。   As a method of vertically building a wall body placed horizontally on a floor or the like, a wall-raising method using a wall raising tool or a simple jack introduced when the two-by-four method is popular is the mainstream. Two conventional examples of the erection method are shown in FIGS. 7 and 8, respectively. In the method shown in FIG. 7, a wall raising tool 84 that can be moved up and down with respect to the rod 81 by operating the rotation lever is attached to the rod 81, and the upper portion of the wall body 83 is placed on the claw portion 82 of the wall raising tool 84. The operator lifts the wall raising tool 84 by manually operating the turning lever of the wall raising tool 84 while tilting the rod 81, so that the upper portion of the wall body 83 is lifted by the claw portion 82. 83 is built as (a) → (b) → (c). In the middle of (b) to (c), if the hand cannot reach the wall raising tool 84 from above the ground, the operator operates the lever using a stepladder or the like. Reference numeral 87 denotes an anti-slip member for the rod 81.

図8に示す方法は、多段伸縮式のジャッキ85を用いた場合であり、ジャッキ85の先端部と壁体83の上部とをワイヤ86で連結した場合を示している。このワイヤ86は、主に(a)に示す初期段階において、水平状態にある壁体83の上部と立設したジャッキ85の上部とを連結するために介在するものであり、建て起こしの途中で図示しない巻き取り工具により適宜に巻き取られることで(b)のように短い長さとなる。そして、作業者がジャッキ85を倒しつつ図示しない駆動手段によりジャッキ85を伸ばしていくことで、壁体83を(a)→(b)→(c)のように建て起こす。符号88はジャッキ85に対する滑り止め部材である。   The method shown in FIG. 8 is a case where a multi-stage telescopic jack 85 is used, and a case where the tip end portion of the jack 85 and the upper portion of the wall 83 are connected by a wire 86 is shown. This wire 86 is interposed mainly to connect the upper part of the wall 83 in the horizontal state and the upper part of the upright jack 85 in the initial stage shown in FIG. By being appropriately wound by a winding tool (not shown), the length becomes short as shown in (b). The wall 83 is erected in the order of (a) → (b) → (c) by the operator extending the jack 85 by driving means (not shown) while tilting the jack 85. Reference numeral 88 denotes an anti-slip member for the jack 85.

また、壁体をウインチにより吊り上げながら建て起こす技術が例えば特許文献1に記載されている。
特開平6−322992号公報
Further, for example, Patent Document 1 discloses a technique for building a wall body while lifting it with a winch.
JP-A-6-322992

上記の建て起こし技術はいずれも壁体の上縁周りのみを支持して建て起こす方式であり、重量のある壁体においては、建て起こし過程の壁体の姿勢が不安定になりやすく、人手も多くかかるという問題がある。それゆえ、上記した技術はいずれも建て起こしの対象が専ら躯体壁のみであり、仕上げを施したような重量のある壁体についてはあまり用いられていないのが実情である。   All of the above-mentioned erection techniques support the erection only around the upper edge of the wall, and with heavy walls, the posture of the erection wall tends to become unstable, and human hands There is a problem that it takes a lot. Therefore, in all of the above-described techniques, the object of erection is only the body wall, and the actual situation is that it is not used much for the heavy wall body that has been finished.

本発明は、このような問題を解決するために創作されたものであり、簡易な構造であり、建て起こし過程の壁体の姿勢が安定する壁体建て起こし装置およびこれを用いた壁体の建て起こし工法を提供することを目的としている。   The present invention was created in order to solve such problems, and has a simple structure, a wall erection device that stabilizes the posture of the wall during the erection process, and a wall body using the same. The purpose is to provide an erection method.

本発明は、前記課題を解決するため、壁体の上下方向に延設され、前記壁体の一壁面を載置支持する壁面支持部と、この壁面支持部の基端から突設され、前記壁体の底面を載置支持する底面支持部とを有し、かつ前記壁面支持部の基端寄りに水平方向の回動軸を形成した壁体支持手段としての壁体支持アームと、前記壁体支持アームの基端寄りに形成された連結軸と連結し、水平状態に載置された前記壁体を建て起こすように前記壁体支持アームを前記回動軸回りに回動させる回動手段としてのリニアアクチュエータと、床に設置され、前記回動軸を介して前記壁体支持アームを回動支持するとともに、前記リニアアクチュエータを内蔵するアーム支持筐体と、を備えた壁体建て起こし装置であって、前記リニアアクチュエータは、前記アーム支持筐体の内部に水平に固設されるシリンダからなり、一端が前記シリンダのロッドのロッド先端軸に回動可能に取り付けられ、他端が前記連結軸に回動可能に取り付けられる連結部材を設け、かつ前記ロッドにガイドローラを取り付け、前記ロッドの伸縮時に前記ガイドローラが、前記アーム支持筐体の上端に水平状に突設されたガイド板部と前記アーム支持筐体の底面とによって上下方向に挟まれてガイドされることにより、水平方向に伸縮する前記シリンダのロッドの振れが防止されることを特徴とする壁体建て起こし装置とした。 In order to solve the above problems, the present invention extends in the vertical direction of the wall body, and is provided with a wall surface support portion for placing and supporting one wall surface of the wall body, and protruding from the base end of the wall surface support portion, A wall support arm as a wall support means having a bottom surface support portion for placing and supporting the bottom surface of the wall body, and forming a horizontal rotation axis near the base end of the wall surface support portion; Rotating means connected to a connecting shaft formed near the base end of the body support arm and rotating the wall body support arm about the rotation axis so as to erect the wall body placed horizontally. A wall erection device comprising: a linear actuator as an antenna; and an arm support housing that is installed on the floor and pivotally supports the wall body support arm via the pivot shaft and incorporates the linear actuator And the linear actuator has the arc A connecting member comprising a cylinder horizontally fixed inside the support housing, one end of which is rotatably attached to the rod tip shaft of the cylinder rod and the other end of which is rotatably attached to the connecting shaft. And a guide roller is attached to the rod, and when the rod is extended and contracted, the guide roller is moved up and down by a guide plate portion projecting horizontally from the upper end of the arm support housing and a bottom surface of the arm support housing. By being guided by being sandwiched in the direction, the wall body erection device is characterized in that the rod of the cylinder extending and contracting in the horizontal direction is prevented from swinging .

この壁体建て起こし装置によれば、壁体を2つの面で載置支持しながら建て起こすことができるので、重量のある壁体であっても、壁体の建て起こし過程の姿勢を常に安定させることができる。   According to this wall erection and raising device, the wall can be erected while being placed and supported on two surfaces, so that the posture of the erection process of the wall is always stable even with heavy walls. Can be made.

また、この壁体建て起こし装置によれば、簡易な構造の壁体建て起こし装置を構築できる。特に、連結軸を壁体支持アームの基端寄りに形成したので、すなわち連結軸を回動軸の近傍に位置させたので、リニアアクチュエータの伸縮ストロークに関し、短いストロークで壁体支持アームを回動させることができ、装置のコンパクト化が図れる。 Moreover, according to this wall body erecting apparatus, the wall body erecting apparatus of a simple structure can be constructed | assembled. In particular, since the connecting shaft is formed near the base end of the wall support arm, that is, the connecting shaft is positioned in the vicinity of the rotation shaft, the wall support arm can be rotated with a short stroke with respect to the expansion / contraction stroke of the linear actuator. The apparatus can be made compact.

また本発明は、前記アーム支持筐体と前記壁体支持アームとをともに断面コの字形の鋼材とし、両鋼材の開口側を互いに対向させて、通常時は両鋼材を重なり合わせて格納する構成としたことを特徴とする壁体建て起こし装置とした。 In the present invention , the arm support housing and the wall support arm are both made of a steel material having a U-shaped cross section, the opening sides of both steel materials are opposed to each other, and the steel materials are usually overlapped and stored. It was set as the wall erection device characterized by that.

この壁体建て起こし装置によれば、より一層コンパクトで施工現場までの搬送性に優れた装置とすることができる。   According to this wall body raising apparatus, it can be set as an apparatus more compact and excellent in the conveyance property to the construction site.

また本発明は、壁体建て起こし装置を複数並設した構成からなり、全ての壁体支持アームが連動するように、隣接し合う壁体支持アーム同士を連結アームにて連結する構成とした。   Moreover, this invention consists of the structure which arranged the wall body erection apparatus in parallel, and set it as the structure which connects adjacent wall body support arms with a connection arm so that all the wall body support arms may interlock | cooperate.

この壁体建て起こし装置によれば、幅寸法が大きく、重量のある壁体にも容易に対応できる。また、人手も多くかからないため、作業人員に関する省力化が図れる。   According to this wall erection device, the width dimension is large, and it can easily cope with a heavy wall. Moreover, since it does not require a lot of manpower, it is possible to save labor related to working personnel.

また本発明は、前記壁体建て起こし装置を用いて壁体を建て起こす工法であって、設置対象の壁下面に前記壁体を建て起こしたときにこの壁下面と前記壁体の底面とが接面するように、前記壁下面および前記底面の少なくとも一方に前記底面支持部の逃げ空間を形成することを特徴とする壁体の建て起こし工法とした。   Further, the present invention is a method of building a wall body using the wall body erection device, and when the wall body is erected on the wall lower surface to be installed, the wall lower surface and the bottom surface of the wall body are The wall body erection method is characterized in that a clearance space for the bottom surface support portion is formed in at least one of the wall lower surface and the bottom surface so as to be in contact with each other.

この壁体の建て起こし工法によれば、簡易で人手のかからない建て起こし工法を構築できる。   According to the wall erection method, a simple and less erection method can be constructed.

また本発明は、前記逃げ空間は、前記壁下面に間隔を空けて複数設置する調整パッキン同士の間の空間からなることを特徴とする壁体の建て起こし工法とした。   According to the present invention, the wall body erection method is characterized in that the escape space is a space between a plurality of adjustment packings arranged at intervals on the lower surface of the wall.

この壁体の建て起こし工法によれば、一層簡易な建て起こし工法を構築できる。   According to the wall erection method, a simpler erection method can be constructed.

また本発明は、前記壁体が前記壁体支持手段上に水平に載置された状態において、前記壁体の上縁と床との間に、前記壁体の転倒防止用のワイヤを緩めた状態で予め連結し、前記壁体が完全に起立する手前の段階から完全に起立するまでの間、手動によりワイヤ長を調整して常に前記ワイヤに緊張力をかけながら前記壁体を建て起こすことを特徴とする壁体の建て起こし工法とした。   In the present invention, in the state where the wall body is horizontally placed on the wall body support means, the wire for preventing the wall body from falling is loosened between the upper edge of the wall body and the floor. In the state, the wall body is erected while adjusting the wire length manually and always applying tension to the wire until the wall body is completely erected from the stage before the wall body is completely erected. The wall construction method was characterized as follows.

この壁体の建て起こし工法によれば、多くの人手を要することなく略起立状態の壁体の姿勢を安定させることができ、起立時に壁体が勢い余って背面側に転倒するという事態を防止できる。   According to this wall erection method, it is possible to stabilize the posture of the wall body in a substantially standing state without requiring a lot of manpower, and prevents the wall body from falling excessively and falling to the back side when standing up. it can.

また本発明は、前記壁体が完全に起立する手前の段階において、前記壁体の枠組みの下部に穿設された貫通孔を介して、床に穿設されたアンカー孔に前記壁体の滑り防止用のアンカーを挿入することを特徴とする壁体の建て起こし工法とした。   Further, according to the present invention, in a stage before the wall body is completely erected, the wall body slips into an anchor hole drilled in the floor via a through hole drilled in a lower part of the frame of the wall body. The wall erection method was characterized by inserting a prevention anchor.

この壁体の建て起こし工法によれば、多くの人手を要することなく略起立状態の壁体の位置を安定させることができ、起立時に壁体が勢い余って底面支持部上を滑るという事態を防止できる。   According to this wall erection method, it is possible to stabilize the position of the wall body in a substantially standing state without requiring a lot of manpower, and the situation that the wall body slides on the bottom surface support part when standing up. Can be prevented.

本発明によれば、建て起こし過程の壁体の姿勢を安定させることができ、高い安全性を確保できる。   According to the present invention, the posture of the wall body in the erection process can be stabilized, and high safety can be ensured.

図1、図2はそれぞれ本発明に係る壁体建て起こし装置の外観斜視図、作用側面図、図3は図1に示した壁体建て起こし装置を複数並設して連結した場合の外観斜視図、図4は壁体の外観斜視図である。先ず、建て起こしの対象となる壁体Wについて説明すると、図4は壁体Wを木造壁とした例を示しており、外郭をなす横長矩形状の枠組みWcに対し、複数の補強柱Wdを取り付けるとともに、背面側に壁板Weを張設した構造となっている。正面側の壁面Waと底面Wbとが後記する壁体建て起こし装置1に載置支持される面となるが、壁面Waについては壁板が張設されていないことから、この場合の壁面Waとは、補強柱Wdの正面側の面を指す。   1 and 2 are external perspective views and side views of the wall erection device according to the present invention, respectively. FIG. 3 is an external perspective view when a plurality of wall erection devices shown in FIG. 4 and 4 are external perspective views of the wall body. First, the wall body W to be erected will be described. FIG. 4 shows an example in which the wall body W is a wooden wall, and a plurality of reinforcing columns Wd are provided on a horizontally long rectangular frame Wc that forms an outer shell. In addition to being attached, a wall plate We is stretched on the back side. The front wall surface Wa and the bottom surface Wb are surfaces that are placed and supported by the wall erection and raising device 1 described later. However, since the wall plate is not stretched about the wall surface Wa, the wall surface Wa in this case Indicates the front surface of the reinforcing column Wd.

図1ないし図3において、壁体建て起こし装置1は、壁体Wの一壁面である壁面Waおよび底面Wbを載置支持する壁体支持手段2と、水平状態に載置された壁体Wを建て起こすように、壁体支持手段2を水平方向の回動軸4回りに回動させる回動手段3と、を備える。本実施形態においては、壁体支持手段2の具体例として、壁体Wの上下方向に延設され、壁体Wの壁面Waを載置支持する壁面支持部5と、この壁面支持部5の基端から突設され、壁体Wの底面Wbを載置支持する底面支持部6とを有し、かつ壁面支持部5の基端寄りに回動軸4を形成した壁体支持アーム7としている。また、回動手段3として、壁体支持アーム7の基端寄りに形成された連結軸8と連結するリニアアクチュエータ9を備える構成としている。   1 to 3, the wall body raising device 1 includes a wall body supporting means 2 for placing and supporting a wall surface Wa and a bottom surface Wb, which are one wall surface of the wall body W, and a wall body W placed in a horizontal state. Rotating means 3 for rotating the wall supporting means 2 around the horizontal rotating shaft 4 is provided. In the present embodiment, as a specific example of the wall body support means 2, a wall surface support section 5 that extends in the vertical direction of the wall body W and places and supports the wall surface Wa of the wall body W, and the wall surface support section 5 As a wall body support arm 7 that protrudes from the base end and has a bottom surface support portion 6 that places and supports the bottom surface Wb of the wall body W and that forms a rotation shaft 4 near the base end of the wall surface support portion 5. Yes. Further, the rotation means 3 includes a linear actuator 9 that is connected to a connection shaft 8 that is formed near the base end of the wall support arm 7.

壁体支持アーム7は、例えば断面コの字形を呈する溝形鋼からなり、ウェブ面の外側が前記した壁面支持部5を構成する。つまり、このウェブ面からなる壁面支持部5は壁体Wの壁面Waを面支持する。壁体支持アーム7の基端には、前記ウェブ面に直交するように略矩形状の平板が固設されており、この平板が前記した底面支持部6を構成する。底面支持部6は壁体Wの底面Wbを面支持する。   The wall support arm 7 is made of, for example, a grooved steel having a U-shaped cross section, and the outside of the web surface constitutes the wall surface support 5 described above. That is, the wall surface support portion 5 formed of the web surface supports the wall surface Wa of the wall body W. A substantially rectangular flat plate is fixed to the base end of the wall support arm 7 so as to be orthogonal to the web surface, and the flat plate constitutes the bottom surface support portion 6 described above. The bottom surface support 6 supports the bottom surface Wb of the wall body W.

壁体支持アーム7は、回動軸4を介してアーム支持筐体10に回動支持される。アーム支持筐体10も断面コの字形を呈する溝形鋼からなり、そのウェブ面が床に接面するように床上に設置される。アーム支持筐体10を床に堅固に固定する場合、例えばフランジ面から固定板11を突設し、この固定板11にねじ挿通孔11aを設けて、図示しないねじにより固定板11を床にねじ止めするなど適宜な措置が採られる。アーム支持筐体10はそのウェブ幅寸法が壁体支持アーム7のそれよりも小さい鋼材からなり、アーム支持筐体10の各フランジ面の外側に壁体支持アーム7の各フランジ面が重なるかたちで、壁体支持アーム7のフランジ面の基端寄りとアーム支持筐体10のフランジ面の基端寄りとが回動軸4により連結される。   The wall support arm 7 is pivotally supported by the arm support housing 10 via the pivot shaft 4. The arm support housing 10 is also made of channel steel having a U-shaped cross section, and is installed on the floor such that the web surface is in contact with the floor. When the arm supporting housing 10 is firmly fixed to the floor, for example, a fixing plate 11 is projected from the flange surface, a screw insertion hole 11a is provided in the fixing plate 11, and the fixing plate 11 is screwed to the floor with screws (not shown). Appropriate measures will be taken such as stopping. The arm support housing 10 is made of a steel material whose web width dimension is smaller than that of the wall support arm 7, and the flange surfaces of the wall support arm 7 overlap each other outside the flange surfaces of the arm support housing 10. The proximal end of the flange surface of the wall support arm 7 and the proximal end of the flange surface of the arm support housing 10 are connected by the rotation shaft 4.

アーム支持筐体10には前記したリニアアクチュエータ9が内蔵される。リニアアクチュエータ9としてはシリンダが好適であり、本実施形態では油圧シリンダとしている。この油圧シリンダからなるリニアアクチュエータ9は、ロッド9bが回動軸4側に臨むようにして、本体9aがアーム支持筐体10内において水平に固設される。油圧ポンプPからの圧油を供給する油圧ホース9dは、アーム支持筐体10の一方のフランジ面に穿設されたホース孔を介して本体9aに接続している。ロッド9bの先端には、棒状部材である連結部材12の一端が水平方向のロッド先端軸9c回りに回動可能に取り付けられている。壁体支持アーム7のウェブ面の内面側には、ブラケット13を介して水平方向の連結軸8が形成されており、この連結軸8に連結部材12の他端が回動可能に取り付けられる。   The arm support housing 10 incorporates the linear actuator 9 described above. A cylinder is suitable as the linear actuator 9, and a hydraulic cylinder is used in this embodiment. The linear actuator 9 composed of a hydraulic cylinder has a main body 9a fixed horizontally in the arm support housing 10 so that the rod 9b faces the rotating shaft 4 side. The hydraulic hose 9 d that supplies pressure oil from the hydraulic pump P is connected to the main body 9 a through a hose hole that is drilled in one flange surface of the arm support housing 10. One end of a connecting member 12, which is a rod-like member, is attached to the tip of the rod 9b so as to be rotatable about a rod tip shaft 9c in the horizontal direction. A horizontal connection shaft 8 is formed on the inner surface side of the web surface of the wall support arm 7 via a bracket 13, and the other end of the connection member 12 is rotatably attached to the connection shaft 8.

なお、ロッド9bの先端には、一対のガイドローラ14が取り付けられている。アーム支持筐体10の両フランジ面の上端には、内側に向けてガイド板部15が水平状に突設されており、転動するガイドローラ14がガイド板部15とウェブ面内側とにガイドされることで、ロッド9bの伸縮時の振れが防止される。   A pair of guide rollers 14 is attached to the tip of the rod 9b. At the upper ends of both flange surfaces of the arm support housing 10, a guide plate portion 15 is projected horizontally toward the inside, and the rolling guide roller 14 guides the guide plate portion 15 and the web surface inside. By doing so, the vibration at the time of expansion and contraction of the rod 9b is prevented.

また、連結軸8にリニアアクチュエータ9を連結するにあたっては、連結部材12を設けることなく、例えば本体9aの末端側をアーム支持筐体10に回動可能に取り付け、ロッド9bの先端を直接、連結軸8に回動可能に取り付ける態様とすることもできる。   Further, when connecting the linear actuator 9 to the connecting shaft 8, for example, the end side of the main body 9a is rotatably attached to the arm support housing 10 without providing the connecting member 12, and the tip of the rod 9b is directly connected. It can also be set as the aspect attached to the axis | shaft 8 so that rotation is possible.

以上の構成からなる壁体建て起こし装置1の作用について、主に図2を参照して説明する。図2(a)に示すように、リニアアクチュエータ9のロッド9bが縮退した状態では、壁体支持アーム7がアーム支持筐体10に重なって格納された状態となり、壁面支持部5が水平に位置し、底面支持部6が鉛直に位置する。壁体Wは壁面Waを下向きとして壁体支持アーム7上に横倒しの状態で載置される。   The operation of the wall-building apparatus 1 having the above configuration will be described mainly with reference to FIG. As shown in FIG. 2A, when the rod 9b of the linear actuator 9 is retracted, the wall support arm 7 is stored in the arm support housing 10, and the wall support 5 is positioned horizontally. The bottom support 6 is positioned vertically. The wall body W is placed on the wall body support arm 7 in a state where the wall surface Wa faces downward.

図2(a)の状態において、連結軸8は回動軸4とロッド先端軸9cとを結ぶ線分よりも上方に位置しているので、図2(b)のように、ロッド9bが伸長すると、連結部材12が連結軸8を介して壁体支持アーム7を押圧し、回動軸4回りに回動させ、最終的に壁体支持アーム7を図2(c)のように鉛直状に起立させる。壁体Wは(a)から(c)までの間、壁面支持部5および底面支持部6により面支持されているため、安定した建て起こし状態が維持される。   In the state of FIG. 2A, the connecting shaft 8 is positioned above the line segment connecting the rotating shaft 4 and the rod tip shaft 9c, so that the rod 9b extends as shown in FIG. 2B. Then, the connecting member 12 presses the wall supporting arm 7 via the connecting shaft 8 and rotates around the rotating shaft 4, and finally the wall supporting arm 7 is in a vertical state as shown in FIG. Stand up. Since the wall W is supported by the wall surface support portion 5 and the bottom surface support portion 6 from (a) to (c), a stable erected state is maintained.

以上のように、壁体Wの一壁面である壁面Waおよび底面Wbを載置支持する壁体支持手段2と、水平状態に載置された壁体Wを建て起こすように、壁体支持手段2を水平方向の回動軸4回りに回動させる回動手段3と、を備える壁体建て起こし装置1とすれば、壁体Wを2つの面で載置支持しながら建て起こすことができるので、壁体Wの建て起こし過程の姿勢を常に安定させることができる。   As described above, the wall body support means 2 for placing and supporting the wall surface Wa and the bottom surface Wb, which are one wall surface of the wall body W, and the wall body support means for raising the wall body W placed in a horizontal state. If the wall erection device 1 is provided with rotation means 3 that rotates 2 around the horizontal rotation axis 4, the wall W can be erected while being placed and supported on two surfaces. Therefore, the posture of the erection process of the wall body W can always be stabilized.

また、壁体支持手段2は、壁体Wの上下方向に延設され、壁体Wの壁面Waを載置支持する壁面支持部5と、この壁面支持部5の基端から突設され、壁体Wの底面Wbを載置支持する底面支持部6とを有し、かつ壁面支持部5の基端寄りに回動軸4を形成した壁体支持アーム7からなり、回動手段3は、壁体支持アーム7の基端寄りに形成された連結軸8と連結するリニアアクチュエータ9を備える構成とすれば、簡易な構造の壁体建て起こし装置1を構築できる。特に、連結軸8を壁体支持アーム7の基端寄りに形成したので、すなわち連結軸8を回動軸4の近傍に位置させたので、リニアアクチュエータ9の伸縮ストロークに関し、短いストロークで壁体支持アーム7を回動させることができる。したがって、装置のコンパクト化が図れる。   The wall body support means 2 extends in the vertical direction of the wall body W, protrudes from the wall surface support portion 5 for placing and supporting the wall surface Wa of the wall body W, and the base end of the wall surface support portion 5. A wall support arm 7 having a bottom surface support portion 6 for placing and supporting the bottom surface Wb of the wall body W and having a rotation shaft 4 formed near the base end of the wall surface support portion 5. If the linear actuator 9 connected to the connecting shaft 8 formed near the base end of the wall support arm 7 is provided, the wall erection device 1 having a simple structure can be constructed. In particular, since the connecting shaft 8 is formed near the base end of the wall supporting arm 7, that is, the connecting shaft 8 is positioned in the vicinity of the rotating shaft 4, the wall body can be shortened with respect to the expansion / contraction stroke of the linear actuator 9. The support arm 7 can be rotated. Therefore, the apparatus can be made compact.

さらに、床に設置され、回動軸4を介して壁体支持アーム7を回動支持するとともに、リニアアクチュエータ9を内蔵するアーム支持筐体10を備え、このアーム支持筐体10と壁体支持アーム7とをともに断面コの字形の鋼材とし、両鋼材の開口側を互いに対向させて、図2(a)のように、通常時は両鋼材を重なり合わせて格納する構成とすれば、コンパクトで施工現場までの搬送性に優れた装置とすることができる。なお、図1に示すように、アーム支持筐体10には搬送用の取っ手16等が適宜に取り付けられる。   Further, the arm support housing 10 is installed on the floor and supports the wall support arm 7 through the rotation shaft 4 and incorporates the linear actuator 9. The arm support housing 10 and the wall support are provided. If the arm 7 is made of a steel material having a U-shaped cross section, the opening sides of both steel materials are opposed to each other, and as shown in FIG. Therefore, it is possible to make the device excellent in transportability to the construction site. As shown in FIG. 1, a transfer handle 16 and the like are appropriately attached to the arm support housing 10.

ここで、壁体Wの幅寸法が比較的小さい場合には、壁面支持部5や底面支持部6の幅寸法を大きくとることにより、単体の壁体建て起こし装置1で壁体Wの建て起こしに容易に対処できるが、図4に示すような幅寸法が大きい壁体Wの場合には、図3に示すように、複数の壁体建て起こし装置1を並設して用いることもできる。この場合、全ての壁体支持アーム7が連動するように、隣接し合う壁体支持アーム7同士を連結アーム17にて連結させればよい。壁体建て起こし装置1の搬送性を考慮すれば、連結アーム17は壁体支持アーム7に対して容易に着脱自在であることが好ましく、図3では連結アーム17をボルト18により壁体支持アーム7に固定する態様を示している。これによれば、壁体建て起こし装置1と連結アーム17とを別個に搬送し、施工現場で連結アーム17に関する組み立てをボルト締め作業のみで迅速に行えることとなる。   Here, when the width of the wall W is relatively small, the wall W is erected and raised by the single wall erection device 1 by increasing the width of the wall surface support 5 and the bottom surface support 6. However, in the case of a wall body W having a large width dimension as shown in FIG. 4, a plurality of wall erecting devices 1 can be used in parallel as shown in FIG. In this case, the adjacent wall body support arms 7 may be connected by the connection arm 17 so that all the wall body support arms 7 are interlocked. Considering the transportability of the wall erection and raising device 1, it is preferable that the connecting arm 17 is easily detachable from the wall supporting arm 7. In FIG. 7 shows an aspect of fixing. According to this, the wall erection device 1 and the connection arm 17 are separately conveyed, and the assembly relating to the connection arm 17 can be quickly performed only by bolting work at the construction site.

次いで、以上の壁体建て起こし装置1を用いた壁体Wの建て起こし工法について説明する。図5は、壁体Wが壁体建て起こし装置1上に水平に載置された状態を示すもので、(a)、(b)はそれぞれ平面図、側面図である。なお、(a)では壁体Wを仮想線で示している。また、図6における(a)、(b)はそれぞれ、壁体Wが完全に起立する手前の状態、壁体Wが完全に起立した状態を示す側面図である。   Next, the wall erection method using the wall erection device 1 will be described. FIG. 5 shows a state in which the wall W is horizontally placed on the wall erecting apparatus 1, and FIGS. 5A and 5B are a plan view and a side view, respectively. In addition, in (a), the wall body W is shown with the virtual line. FIGS. 6A and 6B are side views showing a state before the wall body W completely stands up, and a state where the wall body W stands up completely.

図5における壁体Wに関しては、予め組み立てたものを壁体建て起こし装置1に載置してもよいし、壁体建て起こし装置1上で組み立ててもよい。後者の場合、床に適宜に支持台21を設置したうえで、図4に示した枠組みWc等を組み立てていく。また、必要に応じて枠組みWcの上下に貫通孔22、23を穿設する。さらに、図5(b)に示すように、貫通孔23に対応させて床(壁下面25)にはアンカー孔24を穿設しておく。これら貫通孔22、23、アンカー孔24の機能については後述する。支持台21の高さは壁体建て起こし装置1の高さとほぼ同一であり、壁体Wの組み立て完成後、この支持台21は撤去される。   As for the wall body W in FIG. 5, a pre-assembled one may be placed on the wall body erecting device 1 or may be assembled on the wall body erecting device 1. In the latter case, the support base 21 is appropriately installed on the floor, and then the framework Wc and the like shown in FIG. 4 are assembled. Further, the through holes 22 and 23 are formed above and below the frame Wc as necessary. Further, as shown in FIG. 5 (b), anchor holes 24 are formed in the floor (wall lower surface 25) in correspondence with the through holes 23. The functions of the through holes 22 and 23 and the anchor hole 24 will be described later. The height of the support base 21 is substantially the same as the height of the wall erecting apparatus 1, and after the assembly of the wall body W is completed, the support base 21 is removed.

また、設置対象の壁下面25に壁体Wを建て起こしたときにこの壁下面25と壁体Wの底面Wbとが接面するように、壁下面25および底面Wbの少なくとも一方に底面支持部6の逃げ空間26を形成しておく。図5では逃げ空間26を壁下面25側に形成した場合を示しており、壁下面25に複数の調整パッキン27を間隔を空けて取り付け、この調整パッキン27間の空間を逃げ空間26としている。調整パッキン27としては、例えば構造用合板などである。この調整パッキン27を壁体Wの底面Wbに取り付けることで、逃げ空間26を底面Wb側に形成する構成としてもよい。   Further, when the wall body W is erected on the wall lower surface 25 to be installed, the bottom surface support portion is provided on at least one of the wall lower surface 25 and the bottom surface Wb so that the wall lower surface 25 and the bottom surface Wb of the wall body W are in contact with each other. Six relief spaces 26 are formed. FIG. 5 shows a case in which the escape space 26 is formed on the wall lower surface 25 side. A plurality of adjustment packings 27 are attached to the wall lower surface 25 at intervals, and the space between the adjustment packings 27 is defined as the escape space 26. The adjustment packing 27 is, for example, a structural plywood. By attaching the adjustment packing 27 to the bottom surface Wb of the wall body W, the escape space 26 may be formed on the bottom surface Wb side.

さらに、床上に係止部材28を取り付け、この係止部材28と壁体Wの貫通孔22との間に、壁体Wの転倒防止用のワイヤ29を緩めた状態で予め連結しておく。なお、ここでいうワイヤ29とは、鋼線などの他にチェーンをも包含するものとする。   Further, the locking member 28 is attached on the floor, and the locking member 28 and the through hole 22 of the wall body W are connected in advance in a state where the wire 29 for preventing the wall body W from falling is loosened. The wire 29 here includes a chain in addition to a steel wire or the like.

以上の作業が終わったら、油圧ポンプPを操作して壁体支持アーム7を回動させ、壁体Wを建て起こす。そして、図6(a)のように、壁体Wが完全に起立する手前の段階でワイヤ29に緊張力を効かせる。完全に起立する手前の段階とは、概ね建て起こし角度が85度前後の状態をいう。この状態で、壁体Wの貫通孔23がアンカー孔24に対してほぼ同心状に位置するので、これらの孔に壁体Wの滑り防止用のアンカー30を差し込む。   When the above work is finished, the wall pump arm P is operated to rotate the wall body support arm 7 so that the wall body W is built up. Then, as shown in FIG. 6A, tension is applied to the wire 29 at a stage just before the wall body W stands up completely. The stage immediately before standing completely refers to a state where the erection angle is approximately 85 degrees. In this state, the through holes 23 of the wall body W are positioned substantially concentrically with respect to the anchor holes 24, so that the anti-slip anchors 30 of the wall body W are inserted into these holes.

そして、図6(a)の状態から図6(b)に示す壁体Wが完全に起立するまでの間、常にワイヤ29に緊張力がかかるように、作業者は、ワイヤ29の途上に取り付けてあるホイスト31をレバー操作してワイヤ長を調整する。作業者の作業形態としては、片手でホイスト31のレバー操作を行い、もう一方の手で油圧ポンプPのレバーのポンピング操作を行うようにする。   Then, the operator attaches the wire 29 in the middle of the wire 29 so that tension is always applied to the wire 29 from the state of FIG. 6A until the wall body W shown in FIG. The hoist 31 is operated with a lever to adjust the wire length. As a work form of the operator, the lever operation of the hoist 31 is performed with one hand, and the pumping operation of the lever of the hydraulic pump P is performed with the other hand.

図6(b)に示すように、壁体Wが完全に起立すると、底面支持部6は逃げ空間26に位置し、底面Wbが壁下面25(この場合、調整パッキン27の上面を意味する)に接面することで壁体Wの建て起こし動作が終了する。この後、例えば壁体Wと直交する他の壁体等を建て起こした後、壁体建て起こし装置1を図6(b)における右方向に移動させることで、壁体建て起こし装置1を撤去する。   As shown in FIG. 6B, when the wall body W stands up completely, the bottom surface support portion 6 is positioned in the escape space 26, and the bottom surface Wb is the wall lower surface 25 (in this case, it means the upper surface of the adjustment packing 27). The erection operation of the wall body W is completed by contacting the surface. After this, for example, after building another wall body orthogonal to the wall body W, etc., the wall body raising device 1 is moved in the right direction in FIG. 6B to remove the wall body raising device 1. To do.

以上のように、壁下面25に壁体Wを建て起こしたときにこの壁下面25と壁体Wの底面Wbとが接面するように、壁下面25および底面Wbの少なくとも一方に底面支持部6の逃げ空間26を形成すれば、壁体建て起こし装置1を用いた簡易な建て起こし工法を構築できる。この際、逃げ空間26を、壁下面25に間隔を空けて複数設置する調整パッキン27同士の間の空間とすれば、一層簡易な建て起こし工法を構築できる。   As described above, the bottom surface support portion is provided on at least one of the wall bottom surface 25 and the bottom surface Wb so that the wall bottom surface 25 and the bottom surface Wb of the wall body W are in contact with each other when the wall body W is erected on the wall bottom surface 25. If the six relief spaces 26 are formed, a simple erection method using the wall erection device 1 can be constructed. At this time, if the escape space 26 is a space between the adjustment packings 27 that are installed on the wall lower surface 25 at intervals, a simpler erection method can be constructed.

また、壁体Wが壁体支持手段2上に水平に載置された状態において、壁体Wの上縁と床との間に、壁体Wの転倒防止用のワイヤ29を緩めた状態で予め連結し、壁体Wが完全に起立する手前の段階から完全に起立するまでの間、手動によりワイヤ長を調整して常にワイヤ29に緊張力をかけながら壁体Wを建て起こす工法とすれば、多くの人手を要することなく略起立状態の壁体Wの姿勢を安定させることができ、起立時に壁体Wが勢い余って背面側に転倒するという事態を防止できる。   Further, in a state where the wall body W is horizontally placed on the wall body support means 2, the wire 29 for preventing the wall body W from falling is loosened between the upper edge of the wall body W and the floor. This is a construction method in which the wall body W is erected while adjusting the wire length manually and always applying tension to the wire 29 until the wall body W is completely erected from the stage before the wall body W is completely erected. Thus, the posture of the substantially standing wall body W can be stabilized without requiring a lot of human hands, and a situation in which the wall body W excessively falls to the back side when standing can be prevented.

さらに、壁体Wが完全に起立する手前の段階において、壁体Wの枠組みWcの下部に穿設された貫通孔23を介して、床に穿設されたアンカー孔24に壁体Wの滑り防止用のアンカー30を挿入する工法とすれば、多くの人手を要することなく略起立状態の壁体Wの位置を安定させることができ、起立時に壁体Wが勢い余って底面支持部6上を滑るという事態を防止できる。   Further, before the wall body W completely stands up, the wall body W slides into the anchor hole 24 drilled in the floor through the through hole 23 drilled in the lower part of the frame Wc of the wall body W. If the prevention anchor 30 is inserted, it is possible to stabilize the position of the wall body W in the substantially upright state without requiring a lot of human hands. You can prevent the situation of sliding.

以上、本発明について好適な実施形態を説明した。図3のように、壁体建て起こし装置1を複数並設させた場合、1台の油圧ポンプPでこれらを作動させることも可能であり、この場合、各装置の動作をシンクロさせることができ、ポンプ操作の作業人員も一人で済むことになる。   The preferred embodiments of the present invention have been described above. As shown in FIG. 3, when a plurality of wall raising devices 1 are arranged side by side, it is also possible to operate them with a single hydraulic pump P. In this case, the operation of each device can be synchronized. Therefore, only one person is required to operate the pump.

本発明に係る壁体建て起こし装置の外観斜視図である。It is an external appearance perspective view of the wall erection device concerning the present invention. 本発明に係る壁体建て起こし装置の作用側面図である。It is an action side view of the wall body raising device concerning the present invention. 図1に示した壁体建て起こし装置を複数並設して連結した場合の外観斜視図である。It is an external appearance perspective view at the time of connecting in parallel a plurality of wall body raising devices shown in FIG. 壁体の外観斜視図である。It is an external appearance perspective view of a wall body. 壁体が壁体建て起こし装置上に水平に載置された状態を示す図であり、(a)、(b)はそれぞれ平面図、側面図である。It is a figure which shows the state by which the wall body was horizontally mounted on the wall body raising apparatus, (a), (b) is a top view and a side view, respectively. (a)、(b)はそれぞれ、壁体が完全に起立する手前の状態、壁体が完全に起立した状態を示す側面図である。(A), (b) is a side view which respectively shows the state before the wall body stands up completely, and the state where the wall body stands up completely. 従来の壁体の建て起こし方法の説明図である。It is explanatory drawing of the conventional erection method of a wall body. 他の従来の壁体の建て起こし方法の説明図である。It is explanatory drawing of the erection method of the other conventional wall body.

符号の説明Explanation of symbols

1 壁体建て起こし装置
2 壁体支持手段
3 回動手段
4 回動軸
5 壁面支持部
6 底面支持部
7 壁体支持アーム
8 連結軸
9 リニアアクチュエータ
10 アーム支持筐体
17 連結アーム
23 貫通孔
24 アンカー孔
25 壁下面
26 逃げ空間
27 調整パッキン
29 ワイヤ
30 アンカー
W 壁体
Wa 壁面
Wb 底面
DESCRIPTION OF SYMBOLS 1 Wall body raising apparatus 2 Wall body support means 3 Rotation means 4 Rotation shaft 5 Wall surface support part 6 Bottom face support part 7 Wall body support arm 8 Connection shaft 9 Linear actuator 10 Arm support housing 17 Connection arm 23 Through-hole 24 Anchor hole 25 Wall lower surface 26 Escape space 27 Adjustment packing 29 Wire 30 Anchor W Wall body Wa Wall surface Wb Bottom surface

Claims (7)

壁体の上下方向に延設され、前記壁体の一壁面を載置支持する壁面支持部と、この壁面支持部の基端から突設され、前記壁体の底面を載置支持する底面支持部とを有し、かつ前記壁面支持部の基端寄りに水平方向の回動軸を形成した壁体支持手段としての壁体支持アームと、
前記壁体支持アームの基端寄りに形成された連結軸と連結し、水平状態に載置された前記壁体を建て起こすように前記壁体支持アームを前記回動軸回りに回動させる回動手段としてのリニアアクチュエータと、
床に設置され、前記回動軸を介して前記壁体支持アームを回動支持するとともに、前記リニアアクチュエータを内蔵するアーム支持筐体と、
を備えた壁体建て起こし装置であって、
前記リニアアクチュエータは、前記アーム支持筐体の内部に水平に固設されるシリンダからなり、
一端が前記シリンダのロッドのロッド先端軸に回動可能に取り付けられ、他端が前記連結軸に回動可能に取り付けられる連結部材を設け、
かつ前記ロッドにガイドローラを取り付け、前記ロッドの伸縮時に前記ガイドローラが、前記アーム支持筐体の上端に水平状に突設されたガイド板部と前記アーム支持筐体の底面とによって上下方向に挟まれてガイドされることにより、水平方向に伸縮する前記シリンダのロッドの振れが防止されることを特徴とする壁体建て起こし装置。
A wall surface support portion that extends in the vertical direction of the wall body and that supports and supports one wall surface of the wall body, and a bottom surface support that protrudes from a base end of the wall surface support portion and supports the bottom surface of the wall body. And a wall body support arm as a wall body support means having a horizontal rotation axis formed near the base end of the wall surface support section,
It is connected to a connecting shaft formed near the base end of the wall body support arm, and rotates the wall body support arm around the rotation shaft so as to build up the wall body placed in a horizontal state. A linear actuator as a moving means;
An arm support housing that is installed on the floor and pivotally supports the wall body support arm via the pivot shaft, and includes the linear actuator;
A wall erection device comprising:
The linear actuator comprises a cylinder fixed horizontally inside the arm support housing,
One end is rotatably attached to the rod tip shaft of the cylinder rod, and the other end is provided with a connecting member rotatably attached to the connecting shaft,
A guide roller is attached to the rod, and when the rod is extended and contracted, the guide roller is vertically moved by a guide plate portion that protrudes horizontally on the upper end of the arm support housing and a bottom surface of the arm support housing. A wall erection device characterized in that, by being sandwiched and guided, swinging of the rod of the cylinder that expands and contracts in the horizontal direction is prevented .
前記アーム支持筐体と前記壁体支持アームとをともに断面コの字形の鋼材とし、
両鋼材の開口側を互いに対向させて、通常時は両鋼材を重なり合わせて格納する構成としたことを特徴とする請求項1に記載の壁体建て起こし装置。
Both the arm support housing and the wall support arm are steel materials having a U-shaped cross section,
2. The wall erection device according to claim 1 , wherein the opening sides of the two steel materials are opposed to each other, and the two steel materials are overlapped and stored in a normal state.
請求項1または請求項2に記載の壁体建て起こし装置を複数並設した構成からなり、全ての壁体支持アームが連動するように、隣接し合う壁体支持アーム同士を連結アームにて連結する構成としたことを特徴とする壁体建て起こし装置。 It consists of a configuration in which a plurality of wall body raising devices according to claim 1 or 2 are arranged side by side, and adjacent wall body support arms are connected by a connection arm so that all wall body support arms are interlocked. A wall erection device characterized by being configured to perform. 請求項1ないし請求項3のいずれか1項に記載の壁体建て起こし装置を用いて壁体を建て起こす工法であって、
設置対象の壁下面に前記壁体を建て起こしたときにこの壁下面と前記壁体の底面とが接面するように、前記壁下面および前記底面の少なくとも一方に前記底面支持部の逃げ空間を形成することを特徴とする壁体の建て起こし工法。
A construction method for building a wall body using the wall body raising apparatus according to any one of claims 1 to 3 ,
A clearance space for the bottom surface support portion is provided on at least one of the wall bottom surface and the bottom surface so that the wall bottom surface and the bottom surface of the wall body are in contact with each other when the wall body is erected on the wall bottom surface to be installed. A wall erection method characterized by forming.
前記逃げ空間は、前記壁下面に間隔を空けて複数設置する調整パッキン同士の間の空間からなることを特徴とする請求項4に記載の壁体の建て起こし工法。 5. The wall erection method according to claim 4 , wherein the escape space includes a space between a plurality of adjustment packings installed on the lower surface of the wall at intervals. 前記壁体が前記壁体支持手段上に水平に載置された状態において、前記壁体の上縁と床との間に、前記壁体の転倒防止用のワイヤを緩めた状態で予め連結し、
前記壁体が完全に起立する手前の段階から完全に起立するまでの間、手動によりワイヤ長を調整して常に前記ワイヤに緊張力をかけながら前記壁体を建て起こすことを特徴とする請求項4または請求項5に記載の壁体の建て起こし工法。
In a state where the wall body is horizontally placed on the wall body support means, a wire for preventing the wall body from falling is loosely connected between the upper edge of the wall body and the floor in advance. ,
Claims, characterized in that cause build the wall between the front of the stage until completely upright, while applying always tension to the wire by adjusting the wire length by manually the wall is completely erected A wall erection method according to claim 4 or claim 5 .
前記壁体が完全に起立する手前の段階において、前記壁体の枠組みの下部に穿設された貫通孔を介して、床に穿設されたアンカー孔に前記壁体の滑り防止用のアンカーを挿入することを特徴とする請求項6に記載の壁体の建て起こし工法。 An anchor for preventing slipping of the wall body is inserted into an anchor hole drilled in the floor through a through hole drilled in a lower part of the frame of the wall body before the wall body completely stands up. 7. The wall erection method according to claim 6 , wherein the wall body is erected.
JP2006289565A 2006-10-25 2006-10-25 Wall body raising device and wall body raising method using the same Active JP5033393B2 (en)

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