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JP7303673B2 - Materials and equipment transportation method - Google Patents
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JP7303673B2 - Materials and equipment transportation method - Google Patents

Materials and equipment transportation method Download PDF

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JP7303673B2
JP7303673B2 JP2019116862A JP2019116862A JP7303673B2 JP 7303673 B2 JP7303673 B2 JP 7303673B2 JP 2019116862 A JP2019116862 A JP 2019116862A JP 2019116862 A JP2019116862 A JP 2019116862A JP 7303673 B2 JP7303673 B2 JP 7303673B2
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opening
floor
equipment
loading platform
lifting device
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JP2021001519A (en
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正敏 江田
健 羽根田
昭臣 田中
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Hazama Ando Corp
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本願発明は、型枠や支保工といった資機材の運搬方法に関する技術であり、より具体的には、自昇機能を有する昇降装置を用いて資機材を下階から上階まで運搬する方法に関するものである。 The present invention relates to a method for transporting materials and equipment such as formwork and shoring, and more specifically, to a method for transporting materials and equipment from lower floors to upper floors using a lifting device having a self-lifting function. is.

集合住宅やオフスビルなど多層階の建造物は、一般的に下層階から順に構築されていく。例えばRC(Reinforced Concrete)造やSRC(Steel Reinforced Concrete)造の多層階建造物を構築する場合、まず1階部分のコンクリート造を構築し、その後、2階部分、3階部分・・・と構築していくわけである。 Buildings with multiple floors, such as housing complexes and office buildings, are generally constructed in order from the lower floors. For example, when constructing a multi-story building of RC (Reinforced Concrete) or SRC (Steel Reinforced Concrete) construction, the concrete structure of the 1st floor is constructed first, then the 2nd floor, the 3rd floor, and so on. We will continue to do so.

RC造やSRC造の建造物を構築するにあたっては、仮設材を含む様々な材料(以下、これらをまとめて「資機材」という。)が使用される。具体的には、コンクリートの打ち込みに使用する型枠、型枠を組み立てるための支保工、足場等に利用される単管(一般構造用炭素鋼鋼管)や継ぎ手材料(クランプ等)や足場板、そのほか木枠や金具類など、まさに多種多様な資機材が使用される。そして、上記したとおり下層階から順に構築していく場合、これら資機材は、下層階の施工が終わるたびに上層階まで順次持ち上げられていくこととなる。 Various materials including temporary materials (hereinafter collectively referred to as "materials and equipment") are used to construct RC and SRC buildings. Specifically, formwork used for pouring concrete, shoring for assembling the formwork, single pipes (general structural carbon steel pipes) and joint materials (clamps, etc.) and scaffolding boards used for scaffolding, etc. In addition, a wide variety of materials and equipment are used, such as wooden frames and metal fittings. And, as mentioned above, when constructing in order from the lower floors, these materials and equipment will be lifted up to the upper floors every time the construction of the lower floors is completed.

従来、下層階から上層階まで資機材を運搬するには、上層階の床部に設けられた開口部を通じて作業員が手渡しする手法や、本階段や外部足場階段まで水平移動したうえで別搬器により運搬する手法、外部エレベーターまで水平移動したうえで運搬する手法などが用いられていた。しかしながらいずれの手法も、作業員にかかる負担が大きく、運搬に相当の作業時間を要し、また長い距離を水平移動する場合は間仕切り部の乗り越し作業が生じるなど、種々の問題を抱えていた。 Conventionally, materials and equipment were transported from the lower floors to the upper floors by workers passing them by hand through an opening in the floor of the upper floors, or by moving horizontally to the main staircase or external scaffolding stairs and then using a separate carrier. A method of transporting by means of a trolley, a method of transporting after moving horizontally to an external elevator, etc. were used. However, all of these methods have various problems, such as a heavy burden on workers, a considerable amount of work time required for transportation, and the need to climb over partitions when moving horizontally over a long distance.

特に、最も一般的な「開口部を通じて作業員が手渡しするケース」では、作業員の負担のほか安全面においても問題が指摘されており、しかも運搬に係る作業時間は全体工期に大きな影響を及ぼすほど看過できない問題であった。例えば、床面積300m程度の標準的な建造物を構築する場合、1階あたり2,350点の仮設材等と3,600kgの雑材等が上層階に運搬される。仮設材等は1回あたり1点ずつ運搬し、雑材等は1回あたり20kg分だけ運搬し、さらに1回の運搬作業を15秒とすれば、資機材を上層階に運搬するには10.5時間を要することとなる。ここで計算した運搬時間は1階あたり(例えば2階~3階など)のものであり、したがって全体工期で考えれば資機材の運搬に(N-1)×10.5時間(Nは建造物の全階数)を要することとなるわけである。 In particular, in the most common case of "hand-delivery by workers through openings", problems have been pointed out in terms of safety as well as the burden on workers. It was a problem that could not be overlooked. For example, when constructing a standard building with a floor area of about 300 m 2 , 2,350 temporary materials and 3,600 kg of miscellaneous materials are transported to the upper floors per floor. If temporary materials, etc. are transported one by one at a time, miscellaneous materials, etc., are transported in an amount of 20 kg each time, and if each transport operation takes 15 seconds, it will take 10 seconds to transport materials and equipment to the upper floors. .5 hours will be required. The transportation time calculated here is for one floor (for example, the second and third floors), so considering the entire construction period, it takes (N-1) x 10.5 hours to transport materials and equipment (N is the building (total number of ranks of ).

そこでこれまでにも、資機材を運搬するための種々の改良技術が提案されてきた。例えば特許文献1では、パンタグラフ機構を具備する懸垂式の楊重装置を利用して資材を運搬する方法を提案している。 Therefore, various improved techniques for transporting materials and equipment have been proposed so far. For example, Patent Literature 1 proposes a method of transporting materials using a suspension-type lifting device equipped with a pantograph mechanism.

特開平05-113034号公報JP-A-05-113034

特許文献1は、各階のスラブ(床面)を貫通するシャフトに懸垂式の楊重装置を設置して資材を運搬する方法である。そのため、全階を貫通するシャフトが設けられない建造物では利用することができない。また特許文献1で用いる楊重装置は、パンタグラフ機構を具備することからその製造に相当のコストが掛かるという問題を指摘することができる。さらに、パンタグラフ機構を具備する楊重装置は、その重量が比較的大きいことから取扱いに相当な労力を要するうえに、懸垂式であることから落下するおそれがあり相応の安全対策を要する、といった問題も指摘することができる。 Patent document 1 is a method of transporting materials by installing a suspension-type lifting device on a shaft penetrating the slab (floor surface) of each floor. Therefore, it cannot be used in buildings where a shaft passing through all floors is not provided. Moreover, since the lifting device used in Patent Document 1 is provided with a pantograph mechanism, it can be pointed out that the manufacturing cost is considerably high. In addition, the weight of a lifting device equipped with a pantograph mechanism is relatively large, which requires a considerable amount of labor to handle. can also be pointed out.

本願発明の課題は、従来技術が抱える問題を解決することであり、すなわち従来に比して資機材の運搬時間を短縮するとともに、作業者の労力を軽減することができる資機材運搬方法を提供することである。 The object of the present invention is to solve the problems of the prior art, that is, to provide a method of transporting materials and equipment that can shorten the transport time of materials and equipment and reduce the labor of workers compared to the conventional method. It is to be.

本願発明は、アウトリガーを具備する基礎部と、この基礎部に固定された支柱、支柱に沿って昇降可能な荷台を有する「昇降装置」を用いて資機材を運搬し、しかも上層階に荷台を固定した状態で基礎部と支柱を上層階に持ち上げる、という点に着目してなされたものであり、これまでにない発想に基づいて行われた発明である。 The present invention transports materials and equipment by using a "lifting device" having a base portion equipped with outriggers, a column fixed to the base portion, and a loading platform that can be raised and lowered along the support, and the loading platform is placed on the upper floors. This invention was made with a focus on lifting the base and the pillars to the upper floors in a fixed state, and was based on an unprecedented idea.

本願発明の資機材運搬方法は、昇降装置を用いて、上階の床面に設けられた開口部を通じて下階から上階に資機材を運搬する方法であり、昇降装置配置工程と基礎部支持工程、荷揚げ工程、荷台支持工程、基礎部上昇工程を備えた方法である。なお昇降装置は、アウトリガーを具備する「基礎部」と、基礎部に固定された1又は2以上の「支柱」、支柱に沿って昇降可能な「荷台」を有するものである。昇降装置配置工程では、開口部の下方であって下階の床面上に昇降装置を配置し、基礎部支持工程では、アウトリガーによって基礎部を下階の床面上で支持する。また荷揚げ工程では、開口部を通じて支柱を上階まで伸ばすとともに下階に置かれた荷台に資機材を収容したうえで開口部を通じて荷台を上階まで上昇させて上階で荷台から資機材を降ろす。そして荷台支持工程では、上階まで上昇した荷台を上階の床面で支持し、基礎部上昇工程では、アウトリガーを解除して基礎部を上階まで上昇させる。 The method of transporting materials and equipment of the present invention is a method of transporting materials and equipment from a lower floor to an upper floor through an opening provided in the floor surface of the upper floor using a lifting device. It is a method comprising a process, a loading process, a platform supporting process, and a base raising process. The lifting device has a "base" having outriggers, one or more "supports" fixed to the base, and a "cargo bed" capable of moving up and down along the support. In the lifting device arrangement step, the lifting device is arranged on the floor surface of the lower floor below the opening, and in the base portion supporting step, the base portion is supported on the floor surface of the lower floor by the outriggers. In the unloading process, the props are extended to the upper floor through the opening, and the materials and equipment are stored in the loading platform placed on the lower floor. . Then, in the loading platform support step, the loading platform raised to the upper floor is supported on the floor surface of the upper floor, and in the foundation raising step, the outriggers are released to raise the foundation to the upper floor.

本願発明の資機材運搬方法は、昇降装置水平移動工程をさらに備えた方法とすることもできる。この場合、基礎部が移動車輪を具備する昇降装置が用いられ、開口部には開閉蓋が設けられる。昇降装置水平移動工程では、開閉蓋を閉じるとともに、閉じられた開閉蓋の上で昇降装置を水平移動する。 The material/equipment transportation method of the present invention can also be a method further comprising a lifting device horizontal movement step. In this case, an elevating device is used in which the base portion is provided with moving wheels, and the opening portion is provided with an opening/closing lid. In the lifting device horizontal movement process, the opening/closing lid is closed, and the lifting device is moved horizontally on the closed opening/closing lid.

本願発明の資機材運搬方法は、次のような支柱固定工程と基礎部上昇工程を備えた方法とすることもできる。すなわち支柱固定工程では、作業者を載せた荷台を上昇させながら延長用支柱を継ぎ足していくことで支柱を上階まで伸ばし、基礎部上昇工程では、延長用支柱を取り外しながら基礎部を上階まで上昇させる。 The method of transporting materials and equipment according to the present invention can also be a method comprising a post fixing step and a base raising step as described below. In other words, in the pillar fixing process, the pillars are extended to the upper floor by adding extension pillars while raising the loading platform on which workers are placed. raise.

本願発明の資機材運搬方法は、支柱が伸縮自在である昇降装置を用いた方法とすることもできる。この場合、支柱固定工程では、支柱を伸長することで支柱を上階まで伸ばし、基礎部上昇工程では、支柱を縮めながら基礎部を上階まで上昇させる。 The material/equipment transportation method of the present invention can also be a method using an elevating device in which the struts are extendable. In this case, in the post fixing step, the post is extended to the upper floor, and in the base part raising step, the base part is raised to the upper floor while contracting the post.

本願発明の資機材運搬方法は、資機材を上階から下階に降ろす方法とすることもできる。この場合、昇降装置配置工程では、開口部の上方であって上階の床面上に昇降装置を配置し、荷台支持工程では、荷台を上階の床面で支持する。また基礎部下降工程では、支柱を下方に伸ばしながら基礎部を下階まで下降させ、基礎部支持工程では、アウトリガーによって基礎部を下階の床面上で支持する。そして荷降し工程では、荷台の支持を解除するとともに荷台に資機材を収容したうえで開口部を通じて荷台を下階まで下降させ下階で荷台から資機材を降ろす。 The material/equipment transportation method of the present invention can also be a method of unloading materials/equipment from an upper floor to a lower floor. In this case, in the lifting device arrangement step, the lifting device is arranged above the opening and on the floor surface of the upper floor, and in the loading platform supporting step, the loading platform is supported on the floor surface of the upper floor. In the base lowering step, the base is lowered to the lower floor while extending the pillars downward. In the base supporting step, the base is supported on the floor surface of the lower floor by the outriggers. In the unloading process, after releasing the support of the loading platform and storing the materials and equipment in the loading platform, the loading platform is lowered to the lower floor through the opening and the materials and equipment are unloaded from the loading platform on the lower floor.

本願発明の資機材運搬方法には、次のような効果がある。
(1)昇降装置を用いて上層階まで資機材を運搬することから、従来に比して資機材の運搬時間を短縮することができる。
(2)同じく昇降装置を用いて上層階まで資機材を運搬することから、従来に比して作業者の労力を軽減することができるうえ、運搬作業に伴う危険を回避することができる。
(3)昇降装置が自昇することから、作業者が昇降装置を運搬する必要がなく、作業者の労力を軽減できるうえ、昇降装置の運搬作業に伴う危険を回避することができる。
(4)パンタグラフ機構など比較的大規模な揚重機構を必要としないことから、昇降装置の製造にコストが掛からず、しかも昇降装置を軽量化することができるためその取扱いも容易である。
(5)全階のスラブを貫通するシャフトが設けられない建造物でも実施することができる。
The method for transporting materials and equipment according to the present invention has the following effects.
(1) Since materials and equipment are transported to upper floors using a lifting device, the transportation time of materials and equipment can be shortened compared to the conventional method.
(2) Similarly, since materials and equipment are transported to upper floors using a lifting device, it is possible to reduce the labor of workers and avoid the danger associated with transport work.
(3) Since the elevating device is self-raising, it is not necessary for the operator to carry the elevating device, which reduces the labor of the operator and avoids the danger associated with the work of transporting the elevating device.
(4) Since a relatively large-scale lifting mechanism such as a pantograph mechanism is not required, the lifting device can be manufactured at low cost, and the lifting device can be lightened and easy to handle.
(5) It can be implemented even in buildings where no shaft is provided to pass through the slabs of all floors.

(a)は本願発明の資機材運搬方法で用いる昇降装置を示す側面図、(b)は本願発明の資機材運搬方法で用いる昇降装置を示す背面図、(c)は本願発明の資機材運搬方法で用いる昇降装置を示す平面図。(a) is a side view showing the lifting device used in the material/equipment transporting method of the present invention, (b) is a rear view showing the lifting device used in the material/equipment transporting method of the present invention, and (c) is the material/equipment transporting of the present invention. The top view which shows the raising/lowering apparatus used by a method. 荷揚げ式資機材運搬方法の主な工程を示すフロー図。The flow chart which shows the main processes of the unloading type materials/equipment transportation method. (a)は昇降装置を配置する工程を示すステップ図、(b)は基礎部を下階の床面上で支持する工程を示すステップ図、(c)は支柱を上階の床面に固定する工程を示すステップ図、(d)は資機材を荷台に接近させる工程を示すステップ図。(a) is a step diagram showing the process of arranging the lifting device, (b) is a step diagram showing the process of supporting the base on the floor of the lower floor, and (c) is a step diagram of fixing the pillars to the floor of the upper floor. (d) is a step diagram showing the process of bringing the materials and equipment closer to the loading platform. (e)は資機材を荷台に収容する工程を示すステップ図、(f)は資機材を収容した荷台を上階まで上昇させる工程を示すステップ図、(g)は上階で荷台から資機材を降ろす工程を示すステップ図、(h)は上階の床面に設置した立馬などの架台で荷台を支持する工程を示すステップ図。(e) is a step diagram showing the process of storing materials and equipment in the loading platform, (f) is a step diagram showing the process of raising the loading platform containing the materials and equipment to the upper floor, (g) is a step diagram showing the process from the loading platform to the upper floor (h) is a step diagram showing the process of unloading the platform, and (h) is a step diagram showing the process of supporting the platform with a platform such as a standing horse installed on the floor surface of the upper floor. (i)は基礎部を上階まで上昇させる工程を示すステップ図、(j)は立馬を取り除いて閉じられた開閉蓋上に昇降装置を載置する工程を示すステップ図、(k)は開閉蓋上で昇降装置が水平移動する工程を示すステップ図、(l)はさらに上階の床スラブを構築する工程。(i) is a step diagram showing the process of raising the base to the upper floor, (j) is a step diagram showing the process of removing the standing horse and placing the lifting device on the closed opening and closing lid, (k) is a step diagram showing the opening and closing Step diagram showing the process of horizontally moving the lifting device on the lid, (l) is the process of constructing the floor slab of the upper floor. (a)は開閉蓋を上方から見た平面図、(b)は開閉蓋の断面図、(c)は枠材の詳細を示す部分断面図。(a) is a top plan view of the opening/closing lid, (b) is a cross-sectional view of the opening/closing lid, and (c) is a partial cross-sectional view showing the details of the frame member. 荷台を利用して上方に移動しながら、作業員が延長用支柱を順次継ぎ足すことによって支柱を伸ばしていく状況を示す側面図。FIG. 11 is a side view showing a situation in which a worker sequentially adds extension struts to extend the struts while moving upward using a loading platform; (a)は立馬を示す斜視図、(b)は開口部に設置され立馬を示す断面図。(a) is a perspective view showing a standing horse, and (b) is a sectional view showing a standing horse installed in an opening. 上階の床面に立った作業員が、上階まで上昇してくる延長用支柱を順次取り外すことによって支柱を短くしていく状況を示す側面図。FIG. 11 is a side view showing a situation in which a worker standing on the floor surface of an upper floor gradually removes the extension pillars ascending to the upper floor, thereby shortening the pillars. 荷降し式資機材運搬方法の主な工程を示すフロー図。The flow chart which shows the main processes of the unloading type materials/equipment transportation method.

本願発明の資機材運搬方法の実施形態の一例を図に基づいて説明する。なお、本願発明の資機材運搬方法は、下階から上階に資機材を運搬する方法(以下、「荷揚げ式資機材運搬方法」という。)と、上階から下階に資機材を運搬する方法(以下、「荷降し式資機材運搬方法」という。)に大別することができる。また、本願発明の荷揚げ式資機材運搬方法、荷降し式資機材運搬方法ともに、「昇降装置」を用いる方法である。そこで、まずはこの「昇降装置」について説明し、その後に「荷揚げ式資機材運搬方法」と「荷降し式資機材運搬方法」について詳しく説明することとする。 An example of an embodiment of the material/equipment transportation method of the present invention will be described with reference to the drawings. In addition, the method of transporting materials and equipment of the present invention includes a method of transporting materials and equipment from a lower floor to an upper floor (hereinafter referred to as a "unloading type materials and equipment transportation method") and a method of transporting materials and equipment from an upper floor to a lower floor. It can be broadly divided into methods (hereinafter referred to as "unloading type materials and equipment transportation method"). In addition, both the unloading type materials and equipment transportation method and the unloading type materials and equipment transportation method of the present invention are methods using the "elevating device". Therefore, the "lifting device" will be explained first, and then the "unloading type materials and equipment transportation method" and the "unloading type materials and equipment transportation method" will be explained in detail.

1.昇降装置
図1は、本願発明の資機材運搬方法で用いる昇降装置100を示す図であり、(a)は側面図、(b)は背面図、(c)は上方から見た平面図である。この図に示すように昇降装置100は、基礎部110と支柱120、荷台130を含んで構成される。
1. Elevating Device Fig. 1 is a view showing an elevating device 100 used in the material/equipment transportation method of the present invention, in which (a) is a side view, (b) is a rear view, and (c) is a plan view seen from above. . As shown in this figure, the lifting device 100 includes a base portion 110, a column 120, and a loading platform 130. As shown in FIG.

このうち基礎部110は、アウトリガー111を含むものであり、さらに昇降装置100を水平移動させるための車輪(以下、「移動車輪112」という。)を含むものとすることもできる。アウトリガー111は、複数組(この図では4組)の脚体を有しており、そしてこの脚体は、水平方向に伸縮するアームと、そのアーム先端に設けられるジャッキ部を具備するものである。アウトリガー111のアームを伸ばし、さらにジャッキ部でジャッキアップすることにより、昇降装置100を床面上で支持することができる。移動車輪112は、水平軸周りに回転するタイヤ車輪や、任意方向に回転するボール(球体)であり、エンジンなどの駆動装置によって回転する形式とすることもできるし、駆動装置を設けず人が押す(引く)ことで回転させる形式とすることもできる。 Of these, the base portion 110 includes outriggers 111, and may include wheels for horizontally moving the lifting device 100 (hereinafter referred to as “moving wheels 112”). The outrigger 111 has a plurality of sets (four sets in this figure) of legs, and these legs have horizontally extendable arms and jacks provided at the ends of the arms. . By extending the arm of the outrigger 111 and jacking it up with the jack portion, the lifting device 100 can be supported on the floor surface. The moving wheel 112 is a tire wheel that rotates around a horizontal axis or a ball (sphere) that rotates in any direction. It can also be rotated by pushing (pulling).

支柱120は、図1に示すように、略鉛直(鉛直含む)方向に延びる柱状のものであり、その下端部において基礎部110に固定される。支柱120を基礎部110に固定するには、直接アウトリガー111に固定することもできるし、アウトリガー111に取り付けられる底板などに固定することもできる。また、1本(1列)の支柱120を基礎部110に固定することもできるし、2本(2列)以上の支柱120を基礎部110に固定することもできる。 As shown in FIG. 1, the column 120 has a columnar shape extending substantially vertically (including the vertical direction), and is fixed to the base 110 at its lower end. In order to fix the strut 120 to the base portion 110, it can be fixed directly to the outrigger 111, or it can be fixed to a bottom plate attached to the outrigger 111 or the like. Also, one (one row) of struts 120 can be fixed to the base portion 110 , or two or more (two rows) of struts 120 can be fixed to the base portion 110 .

また支柱120は、その延長を変更することができるものである。例えば、支柱120を複数に分割した支柱(以下、「延長用支柱121」という。)を用意し、基礎部110に固定された支柱120の上端に必要数の延長用支柱121を順次継ぎ足すことによって支柱120を伸ばしていき、必要数の延長用支柱121を取り外すことによって支柱120を縮めていくことができる。あるいは、支柱120を複数の分割体からなる構成にするとともに各分割体を中空とし、下方の分割体が上方の分割体を収容する構造とすることもできる。この場合、手動によって、もしくは油圧や電力を利用して機械的に、収容された各分割体を引き出すことで支柱120を伸ばしていき、各分割体を収容することで支柱120を縮めていくことができる。 Moreover, the support|pillar 120 can change the extension. For example, the strut 120 is divided into a plurality of struts (hereinafter referred to as "extension struts 121"). The strut 120 can be extended by , and the strut 120 can be shortened by removing the required number of extension struts 121 . Alternatively, the strut 120 may be constructed of a plurality of divided bodies, each divided body may be hollow, and the lower divided body may accommodate the upper divided body. In this case, the strut 120 is extended by pulling out each of the accommodated split bodies manually or mechanically using hydraulic pressure or electric power, and the strut 120 is contracted by accommodating each split body. can be done.

荷台130は、図1に示すように、底板と手摺を含んで構成されるもので、資機材や人を載せることができるものである。また荷台130は、支柱に沿って上下に移動できる(昇降可能な)構造とされる。なお荷台130を昇降させるには、油圧や電力を利用した機械式とすることもできるし、チェーンブロック等を用いた手動式とすることも、電動ドリルの回転を利用した手動式とすることもできる。 The loading platform 130, as shown in FIG. 1, includes a bottom plate and handrails, and is capable of loading equipment and materials and people. Further, the loading platform 130 has a structure capable of moving up and down (elevating) along the pillars. In order to raise and lower the loading platform 130, a mechanical system using hydraulic pressure or electric power may be used, a manual system using a chain block or the like, or a manual system using rotation of an electric drill may be used. can.

2.荷揚げ式資機材運搬方法
図2は、荷揚げ式資機材運搬方法の主な工程を示すフロー図であり、図3~図5は、荷揚げ式資機材運搬方法の主な工程を示すステップ図である。なお、図3では昇降装置100を配置する工程から資機材を荷台130に接近させる工程までを示し、図4では資機材EQを荷台130に収容する工程から荷台130を上階の床面FUに固定する工程までを示し、図5では基礎部110を上階まで上昇させる工程からさらに上階の床スラブDCを構築する工程までを示している。以下、図2~図5を参照しながら荷揚げ式資機材運搬方法について説明する。
2. Unloading type material/equipment transportation method FIG. 2 is a flow chart showing the main steps of the unloading type material/equipment transportation method, and FIGS. 3 to 5 are step diagrams showing the main steps of the unloading type material/equipment transportation method. . 3 shows a process from placing the lifting device 100 to a process of bringing the materials and equipment closer to the loading platform 130, and FIG. Fig. 5 shows the steps up to the step of fixing, and Fig. 5 shows the steps from the step of raising the foundation 110 to the upper floor to the step of constructing the floor slab DC on the upper floor. The unloading type material/equipment transportation method will be described below with reference to FIGS. 2 to 5. FIG.

まず、図3(a)に示すように、下階(図ではN階)の任意位置に置かれた昇降装置100を、上階(図ではN+1階)の床面FUに設けられた開口部APの下方まで移動させる(図2のStep101)。このとき、基礎部110に設けられた移動車輪112を利用して、下階の床面FL上を水平移動させるとよい。なお、上階(N+1階)の開口部APと下階(N階)の開口部APは上下に連通することがなく、すなわち上階(N+1階)の開口部APの直下の床面FLには開口部APは設けられていない。 First, as shown in FIG. 3A, the lifting device 100 placed at an arbitrary position on the lower floor (N floor in the figure) is moved to the opening provided on the floor surface FU of the upper floor (N+1 floor in the figure). Move to below the AP (Step 101 in FIG. 2). At this time, it is preferable to horizontally move on the floor surface FL of the lower floor using the moving wheels 112 provided on the base portion 110 . The opening AP on the upper floor (N+1 floor) and the opening AP on the lower floor (N floor) do not communicate vertically, that is, on the floor surface FL immediately below the opening AP on the upper floor (N+1 floor). is not provided with an opening AP.

作業員の転落や工具等の落下を防止するため、開口部APには図6に示すような開閉蓋210が設置されることがある。図6(a)は開閉蓋210を上方から見た平面図であり、図6(b)は開閉蓋210の断面図(図6(a)のX-X矢視図)、図6(c)は枠材の詳細を示す部分断面図(図6(b)に示す「Y部」の詳細図)である。一般的な開閉蓋210は、図6(a)に示すように左右2枚で構成されており、図6(b)に示すようにそのうち一辺が蝶番などを用いて回転可能に固定されている。また開閉蓋210の周囲には枠材220が配置されている。この枠材220は、図6(c)に示すように山形鋼などが用いられる。このような開閉蓋210が開口部APに設置されている場合は、図3(a)に示すようにあらかじめ開閉蓋210を開いて開口部APを開放しておく。なお、昇降装置100の支柱120を配置した状態で開閉蓋210の開閉を行う場合は、図6(a)に示すように、支柱120を収容するための「切り欠き部」をそれぞれの蓋板に設けるとよい。 In order to prevent a worker from falling or a tool from falling, an opening/closing cover 210 as shown in FIG. 6 may be installed at the opening AP. FIG. 6(a) is a plan view of the opening/closing lid 210 viewed from above, FIG. 6(b) is a cross-sectional view of the opening/closing lid 210 (view taken along line XX in FIG. 6(a)), and FIG. ) is a partial cross-sectional view (detailed view of "Y section" shown in FIG. 6B) showing the details of the frame member. A typical open/close lid 210 is composed of two left and right pieces as shown in FIG. 6(a), one of which is rotatably fixed using a hinge or the like as shown in FIG. 6(b). . A frame member 220 is arranged around the opening/closing lid 210 . The frame member 220 is made of angle iron or the like, as shown in FIG. 6(c). When such an opening/closing lid 210 is installed at the opening AP, the opening AP is opened by opening the opening/closing lid 210 in advance as shown in FIG. 3(a). When opening and closing the opening/closing lid 210 with the column 120 of the lifting device 100 arranged, as shown in FIG. should be set to

昇降装置100を所定位置(上階の開口部APの下方であって下階の床面FL上)に配置すると、図3(b)に示すように、アウトリガー111によって基礎部110を下階の床面FL上で支持する(図2のStep102)。具体的には、既述したとおりアウトリガー111のアームを伸ばし、さらにジャッキ部でジャッキアップすることにより、基礎部110(すなわち昇降装置100)を下階の床面FL上で支持する。 When the lifting device 100 is arranged at a predetermined position (below the opening AP of the upper floor and on the floor surface FL of the lower floor), as shown in FIG. It is supported on the floor FL (Step 102 in FIG. 2). Specifically, as described above, the arms of the outriggers 111 are extended, and the base 110 (that is, the lifting device 100) is supported on the floor surface FL of the lower floor by jacking up the jack.

アウトリガー111によって基礎部110を下階の床面FL上で支持すると、図3(c)に示すように、開口部APを通じて支柱120を上階まで伸ばし、その支柱120を上階の床面FUに固定する(図2のStep103)。具体的には、図7に示すように、作業員が荷台130を利用して上方に移動しながら、延長用支柱121を順次継ぎ足すことによって支柱120を伸ばしていく。あるいは、支柱120が伸縮自在のものであれば、手動もしくは油圧や電力によって、収容された各分割体を引き出すことで支柱120を伸ばしていく。 When the base part 110 is supported on the floor surface FL of the lower floor by the outriggers 111, as shown in FIG. (Step 103 in FIG. 2). Specifically, as shown in FIG. 7 , the worker moves upward using the loading platform 130 and extends the support 120 by successively adding the extension support 121 . Alternatively, if the strut 120 is telescopic, the strut 120 is extended by pulling out each of the accommodated divisions manually, hydraulically, or by electric power.

開口部APを通過して上階の所定高さまで支柱120を伸ばすと、固定冶具DFを用いて支柱120を上階の床面FUに固定する。例えば、上階の床面FUに設置した溝形鋼(固定冶具DF)と、支柱120をボルトで縫い付けることによって、支柱120を固定することができる。なお、溝形鋼などの固定冶具DFを上階の床面FUに設置するにあたっては、図6に示す山形鋼の枠材220を利用するとよい。 After passing through the opening AP and extending the support 120 to a predetermined height on the upper floor, the support 120 is fixed to the floor surface FU of the upper floor using a fixing jig DF. For example, the column 120 can be fixed by sewing the channel steel (fixing jig DF) installed on the floor surface FU of the upper floor and the column 120 with bolts. In addition, when installing the fixing jig DF such as channel steel on the floor surface FU of the upper floor, it is preferable to use the angle steel frame member 220 shown in FIG.

支柱120を上階の床面FUに固定すると、図3(d)に示すように、資機材EQを荷台130の近くまで接近させる。このとき、支保工や単管、クランプ等といったばらばらの資機材EQを搬送用カゴCGにまとめて収容し、さらに搬送用カゴCGを台車TRに搭載して荷台130の近くまで接近させるとよい。そして、図4(e)に示すように、資機材EQを収容した搬送用カゴCGを、台車TRとともに荷台130に移設する(図2のStep104)。 When the support 120 is fixed to the floor surface FU of the upper floor, the materials and equipment EQ are brought close to the loading platform 130 as shown in FIG. 3(d). At this time, it is preferable that the separate materials and equipment EQ such as shorings, single pipes, clamps, etc. are collectively accommodated in the transport basket CG, and the transport basket CG is mounted on the trolley TR and brought close to the loading platform 130 . Then, as shown in FIG. 4(e), the transport basket CG containing the materials and equipment EQ is transferred to the loading platform 130 together with the trolley TR (Step 104 in FIG. 2).

台車TRと搬送用カゴCGを荷台130に積載すると、図4(f)に示すように、搬送用カゴCG(つまり資機材EQ)を荷台130に積載した状態で、開口部APを通じて荷台130を上階まで上昇させる(図2のStep105)。そして、図4(g)に示すように、資機材EQを収容した搬送用カゴCGを、台車TRとともに荷台130から上階の床面FUに移設する(図2のStep106)。その後、いわば空荷となった状態の荷台130を、下階の床面FLまで下降させる(図2のStep107)。そして再び、資機材EQを収容した搬送用カゴCGを荷台130に移設し(図2のStep104)、荷台130を上階まで上昇させ(図2のStep105)、搬送用カゴCGを上階の床面FUに移設し(図2のStep106)、空荷の荷台130を下降させる(図2のStep107)。必要な資機材EQすべてが運搬されるまで、この一連の運搬工程(Step104~Step107)を繰り返し行う。 When the trolley TR and the transport basket CG are loaded on the loading platform 130, as shown in FIG. Move up to the upper floor (Step 105 in FIG. 2). Then, as shown in FIG. 4(g), the transport basket CG containing the materials and equipment EQ is transferred together with the trolley TR from the loading platform 130 to the upper floor surface FU (Step 106 in FIG. 2). After that, the loading platform 130 in a so-called empty state is lowered to the floor FL of the lower floor (Step 107 in FIG. 2). Then, again, the transport basket CG containing the materials and equipment EQ is transferred to the loading platform 130 (Step 104 in FIG. 2), the loading platform 130 is raised to the upper floor (Step 105 in FIG. 2), and the transport basket CG is moved to the upper floor. It is moved to the plane FU (Step 106 in FIG. 2), and the empty loading platform 130 is lowered (Step 107 in FIG. 2). This series of transportation steps (Step 104 to Step 107) is repeated until all the necessary materials and equipment EQ are transported.

最後の資機材EQが上階まで運ばれると、図4(h)に示すように、搬送用カゴCGを降ろした後の荷台130を上階の床面FUで支持する(図2のStep108)。荷台130を支持するには、例えば図8(a)に示すような架台(以下、「立馬HS」という。)を利用するとよい。この立馬HSは、複数の支持脚SLと天板TBを含んで構成され、図8(b)に示すように開口部APの上を架け渡すように(跨いで)設置することができるものである。また、開口部APに立馬HSを設置したときに、天板TBが開閉蓋210の開閉の障壁とならない位置(高さ)となる形状にするとよい。立馬HSを利用して荷台130を支持するには、まず天板TB位置より少し高い位置まで荷台130を上昇させ、図8(b)に示すように立馬HSを設置し、その後、荷台130を降ろして天板TB上に接地させるとよい。 When the last material/equipment EQ is transported to the upper floor, as shown in FIG. 4(h), the loading platform 130 after unloading the transport basket CG is supported by the floor surface FU of the upper floor (Step 108 in FIG. 2). . In order to support the loading platform 130, for example, a frame (hereinafter referred to as "standing horse HS") as shown in FIG. 8(a) may be used. The standing horse HS includes a plurality of support legs SL and a top plate TB, and can be installed so as to bridge (straddle) the opening AP as shown in FIG. 8(b). be. Further, it is preferable that the top plate TB is shaped so as to be at a position (height) that does not hinder the opening and closing of the opening/closing lid 210 when the standing horse HS is installed in the opening AP. In order to support the loading platform 130 using the standing horse HS, the loading platform 130 is first raised to a position slightly higher than the top plate TB, the standing horse HS is installed as shown in FIG. It is preferable to lower it and ground it on the top plate TB.

荷台130を上階の床面FUに設置された立馬HSで支持すると、支柱120の固定を解除したうえで、図5(i)に示すように、基礎部110を上階まで上昇させる(図2のStep109)。このとき、閉蓋210の開閉の障壁とならない位置(高さ)まで基礎部110を上昇させるとよい。もちろん基礎部110を上昇させるにあたっては、あらかじめアウトリガー111による支持を解除しておく(つまり、ジャッキ部をジャッキダウンし、アームを縮めておく)とよい。ところで、基礎部110を上昇させると、これに伴って支柱120も上昇していく。したがって、支柱120を短くしながら(縮めながら)、基礎部110を上昇させる。具体的には、図9に示すように、上階の床面FUに立った作業員が、上階まで上昇してくる延長用支柱121を順次取り外すことによって支柱120を短くしていく。あるいは、支柱120が伸縮自在のものであれば、手動もしくは油圧や電力によって、各分割体を収容していくことで支柱120を短くしていく。 When the loading platform 130 is supported by the standing horse HS installed on the floor surface FU of the upper floor, the fixation of the support column 120 is released, and then the base portion 110 is raised to the upper floor as shown in FIG. 2 Step 109). At this time, it is preferable to raise the base portion 110 to a position (height) that does not hinder the opening and closing of the closing lid 210 . Of course, when raising the base portion 110, it is preferable to release the support by the outriggers 111 in advance (that is, jack down the jack portion and retract the arm). By the way, when the base portion 110 is raised, the pillars 120 are also raised accordingly. Therefore, the base portion 110 is raised while shortening (reducing) the support 120 . Specifically, as shown in FIG. 9, a worker standing on the floor surface FU of the upper floor sequentially removes the extension columns 121 ascending to the upper floor, thereby shortening the column 120 . Alternatively, if the strut 120 is telescopic, the strut 120 is shortened by accommodating each divided body manually or by hydraulic pressure or electric power.

基礎部110を上階の所定高さまで上昇させると、図5(j)に示すように、閉蓋210を閉じて開口部APを閉鎖する(図2のStep110)。そして、基礎部110を降ろして閉じられた開閉蓋210の上に載置し、立馬HSを取り除いたうえで荷台130を基礎部110まで降ろす。 When the foundation 110 is raised to a predetermined height on the upper floor, the closing lid 210 is closed to close the opening AP (Step 110 in FIG. 2), as shown in FIG. 5(j). Then, the base portion 110 is lowered and placed on the closed opening/closing lid 210 , and after removing the standing horse HS, the carrier 130 is lowered to the base portion 110 .

昇降装置100を開閉蓋210上に載置すると、図5(k)に示すように、閉じられた開閉蓋210上で昇降装置100を水平移動させながら、上階の床面FUの任意位置まで運搬する(図2のStep111)。 When the lifting device 100 is placed on the opening/closing lid 210, as shown in FIG. 5(k), the lifting device 100 is horizontally moved on the closed opening/closing lid 210 to an arbitrary position on the floor surface FU of the upper floor. Transport (Step 111 in FIG. 2).

昇降装置100を任意位置まで退避させると、図5(l)に示すように、開閉蓋210を閉じて開口部APを閉鎖した状態で、上階の床面FU上に支保工SHと型枠を組み立て、コンクリートを打ち込むことによって、さらに上階(N+2階)の床スラブDCを構築する(図2のStep112)。 When the lifting device 100 is retracted to an arbitrary position, as shown in FIG. 5(l), the shoring SH and the formwork are placed on the floor surface FU of the upper floor with the open/close lid 210 closed and the opening AP closed. and concrete is poured to construct a floor slab DC on the upper floor (N+2 floor) (Step 112 in FIG. 2).

3.荷降し式資機材運搬方法
続いて、荷降し式資機材運搬方法について図10を参照しながら説明する。なお、荷降し式資機材運搬方法は、ここまで説明した荷揚げ式資機材運搬方法の各工程を、その順を変えて行う方法であり、したがって荷揚げ式資機材運搬方法で説明した内容と重複する説明は避け、荷降し式資機材運搬方法に特有の内容のみ説明することとする。すなわち、ここに記載されていない内容は、「2.荷揚げ式資機材運搬方法」で説明したものと同様である。
3. Unloading Type Material/Equipment Transportation Method Subsequently, the unloading type material/equipment transportation method will be described with reference to FIG. 10 . The unloading method of transporting materials and equipment is a method in which each step of the unloading method of transporting materials and equipment explained so far is performed in a different order. Only the contents specific to the unloading type materials and equipment transportation method will be explained. In other words, the contents not described here are the same as those described in "2. Unloading type material/equipment transportation method".

図10は、荷降し式資機材運搬方法の主な工程を示すフロー図である。この図に示すように、まずは開口部APの上方であって上階(N+1階)の床面FU上に昇降装置100を配置する(図10のStep201)。なお開口部APに開閉蓋210が設けられているときは、あらかじめ開閉蓋210を開いて開口部APを開放しておく。 FIG. 10 is a flow diagram showing main steps of the unloading type material/equipment transportation method. As shown in this figure, first, the lifting device 100 is arranged above the opening AP and on the floor surface FU of the upper floor (N+1 floor) (Step 201 in FIG. 10). When the opening AP is provided with the opening/closing lid 210, the opening AP is opened by opening the opening/closing lid 210 in advance.

昇降装置100を所定位置に配置すると、例えば立馬HSを利用して昇降装置100を支持する(図10のStep202)。具体的には、荷台130を天板TB位置より少し高い位置まで上昇させ、図8(b)に示すように開口部APに立馬HSを設置し、その後、荷台130を降ろして天板TB上に接地させる。 When the lifting device 100 is placed at the predetermined position, the lifting device 100 is supported by using, for example, the standing horse HS (Step 202 in FIG. 10). Specifically, the loading platform 130 is raised to a position slightly higher than the top plate TB position, the standing horse HS is installed in the opening AP as shown in FIG. be grounded to

荷台130を上階の床面FUで支持すると、支柱120を下方に伸ばしながら、基礎部110を下階(N階)まで下降させる(図10のStep203)。このとき、上階の床面FUに立った作業員が、延長用支柱121を順次継ぎ足していくことによって支柱120を下方に伸ばしていく。あるいは、支柱120が伸縮自在のものであれば、手動もしくは油圧や電力によって、収容された各分割体を引き出すことで支柱120を下方に伸ばしていく。 When the loading platform 130 is supported by the floor surface FU of the upper floor, the base 110 is lowered to the lower floor (Nth floor) while extending the support 120 downward (Step 203 in FIG. 10). At this time, a worker standing on the floor surface FU of the upper floor extends the support column 120 downward by successively adding the extension support columns 121 . Alternatively, if the strut 120 is telescopic, the strut 120 is extended downward by pulling out each of the accommodated divided bodies manually, hydraulically, or by electric power.

基礎部110を下階の床面FLまで下降させると、アウトリガー111によって基礎部110を下階の床面FL上で支持する(図10のStep204)。具体的には、既述したとおりアウトリガー111のアームを伸ばし、さらにジャッキ部でジャッキアップすることにより、基礎部110(すなわち昇降装置100)を下階の床面FL上で支持する。 When the foundation portion 110 is lowered to the floor surface FL of the lower floor, the outriggers 111 support the foundation portion 110 on the floor surface FL of the lower floor (Step 204 in FIG. 10). Specifically, as described above, the arms of the outriggers 111 are extended, and the base 110 (that is, the lifting device 100) is supported on the floor surface FL of the lower floor by jacking up the jack.

アウトリガー111によって基礎部110を下階の床面FL上で支持すると、固定冶具DFを用いて支柱120を上階の床面FUに固定する(図10のStep205)。例えば、上階の床面FUに設置した溝形鋼(固定冶具DF)と、支柱120をボルトで縫い付けることによって、支柱120を固定することができる。なお、溝形鋼などの固定冶具DFを上階の床面FUに設置するにあたっては、図6に示す山形鋼の枠材220を利用するとよい。 After the base portion 110 is supported on the floor surface FL of the lower floor by the outriggers 111, the support 120 is fixed to the floor surface FU of the upper floor using the fixing jig DF (Step 205 in FIG. 10). For example, the column 120 can be fixed by sewing the channel steel (fixing jig DF) installed on the floor surface FU of the upper floor and the column 120 with bolts. In addition, when installing the fixing jig DF such as channel steel on the floor surface FU of the upper floor, it is preferable to use the angle steel frame member 220 shown in FIG.

支柱120を上階の床面FUに固定すると、資機材EQを収容した搬送用カゴCGを荷台130に移設し(図10のStep206)、搬送用カゴCG(つまり資機材EQ)を荷台130に積載した状態で開口部APを通じて荷台130を下階まで下降させる(図10のStep207)。そして、資機材EQを収容した搬送用カゴCGを、荷台130から下階の床面FLに移設し(図10のStep208)、その後、いわば空荷となった状態の荷台130を、上階の床面FUまで上昇させる(図10のStep209)。そして再び、資機材EQを収容した搬送用カゴCGを荷台130に移設し(図10のStep206)、荷台130を下階まで下降させ(図10のStep207)、搬送用カゴCGを下階の床面FLに移設し(図10のStep208)、空荷の荷台130を上昇させる(図10のStep209)。必要な資機材EQすべてが運搬されるまで、この一連の運搬工程(Step206~Step209)を繰り返し行う。最後の資機材EQが下階まで運ばれると、空荷の荷台130を下階(つまり基礎部110)上に置いた状態で、固定冶具DFによる支柱120の固定を解除し、支柱120を縮めていく。具体的には、作業員が延長用支柱121を順次取り外すことによって支柱120を短くしていく。あるいは、支柱120が伸縮自在のものであれば、手動もしくは油圧や電力によって、各分割体を収容していくことで支柱120を短くしていく。 When the pillar 120 is fixed to the floor surface FU of the upper floor, the transport basket CG containing the materials and equipment EQ is transferred to the loading platform 130 (Step 206 in FIG. 10), and the transport basket CG (that is, the materials and equipment EQ) is placed on the loading platform 130. The loading platform 130 is lowered to the lower floor through the opening AP (Step 207 in FIG. 10). Then, the transport basket CG containing the materials and equipment EQ is transferred from the loading platform 130 to the floor surface FL of the lower floor (Step 208 in FIG. 10), and then the empty loading platform 130 is transferred to the upper floor. It is raised to the floor surface FU (Step 209 in FIG. 10). Then, again, the transport basket CG containing the materials and equipment EQ is transferred to the loading platform 130 (Step 206 in FIG. 10), the loading platform 130 is lowered to the lower floor (Step 207 in FIG. 10), and the transport basket CG is moved to the floor of the lower floor. It is transferred to the plane FL (Step 208 in FIG. 10), and the empty loading platform 130 is raised (Step 209 in FIG. 10). This series of transportation steps (Step 206 to Step 209) is repeated until all the necessary materials and equipment EQ are transported. When the last equipment EQ is carried to the lower floor, with the empty loading platform 130 placed on the lower floor (that is, the foundation 110), the fixation of the support 120 by the fixing jig DF is released, and the support 120 is contracted. To go. Specifically, the operator sequentially removes the extension struts 121 to shorten the struts 120 . Alternatively, if the strut 120 is telescopic, the strut 120 is shortened by accommodating each divided body manually or by hydraulic pressure or electric power.

本願発明の資機材運搬方法は、マンション等の集合住宅や戸建住宅といった居住用建築物、オフィスビルあるいは百貨店、ショッピングモールといった商用建築物で利用できるほか、校舎や病院など様々な多層階の建築物で利用することができる。 The materials and equipment transportation method of the present invention can be used in residential buildings such as condominiums and other housing complexes, detached houses, office buildings, department stores, and commercial buildings such as shopping malls, as well as various multi-story buildings such as school buildings and hospitals. can be used for things.

100 昇降装置
110 (昇降装置の)基礎部
111 (基礎部の)アウトリガー
112 (基礎部の)移動車輪
120 (昇降装置の)支柱
121 (昇降装置の)延長用支柱
130 (昇降装置の)荷台
210 開閉蓋
220 枠材
AP 開口部
CG 搬送用カゴ
DC 床スラブ
EQ 資機材
FL 下階の床面
FU 上階の床面
HS 立馬
SL (立馬の)支持脚
TB (立馬の)天板
RL レール
SH 支保工
TR 台車
REFERENCE SIGNS LIST 100 lifting device 110 base (of lifting device) 111 outrigger (of base) 112 travel wheel (of base) 120 strut (of lifting device) 121 extension strut (of lifting device) 130 bed (of lifting device) 210 Opening/Closing Lid 220 Frame Material AP Opening CG Transportation Basket DC Floor Slab EQ Equipment FL Lower Floor Floor FU Upper Floor Floor HS Standing Horse SL (Standing Horse) Support Leg TB (Standing Horse) Top Plate RL Rail SH Support Engineering TR Cart

Claims (5)

昇降装置を用い、上階の床面に設けられた開口部を通じて、下階から上階に資機材を運搬する方法であって、
前記昇降装置は、アウトリガーを具備する基礎部と、該基礎部に固定された1又は2以上の支柱と、該支柱に沿って昇降可能な荷台と、を有し、
前記開口部の下方であって下階の床面上に、前記昇降装置を配置する昇降装置配置工程と、
前記アウトリガーによって、前記基礎部を下階の床面上で支持する基礎部支持工程と、
前記開口部を通じて前記支柱を上階まで伸ばすとともに、下階に置かれた前記荷台に資機材を収容したうえで、前記開口部を通じて該荷台を上階まで上昇させ、上階で該荷台から資機材を降ろす荷揚げ工程と、
複数の支持脚と天板を含む架台を、前記開口部の上に架け渡すように設置する架台設置工程と、
上階まで上昇した前記荷台を前記天板の上に載置されるまで降ろし、該荷台を前記架台で支持する荷台支持工程と、
前記アウトリガーを解除し、前記荷台を前記架台で支持した状態で前記支柱を短くしながら前記基礎部を上階まで上昇させる基礎部上昇工程と、を備えた、
ことを特徴とする資機材運搬方法。
A method of transporting materials and equipment from a lower floor to an upper floor through an opening provided in the floor surface of the upper floor using a lifting device,
The lifting device includes a base portion having outriggers, one or more pillars fixed to the base portion, and a loading platform that can be lifted and lowered along the pillars,
A lifting device arranging step of arranging the lifting device below the opening and on the floor surface of the lower floor;
a foundation support step of supporting the foundation on the floor surface of the lower floor by the outriggers;
The pillars are extended up to the upper floor through the opening, and materials and equipment are stored in the cargo bed placed on the lower floor. Unloading process of unloading equipment,
a pedestal installation step of installing a pedestal including a plurality of supporting legs and a top plate so as to bridge over the opening;
a loading platform supporting step of lowering the loading platform raised to the upper floor until it is placed on the top plate, and supporting the loading platform with the mounting platform ;
a base portion raising step of releasing the outriggers and raising the base portion to an upper floor while shortening the struts while the load platform is supported by the pedestal ;
A material and equipment transportation method characterized by:
前記開口部に開閉蓋が設けられ、An opening/closing lid is provided at the opening,
前記架台を前記開口部に設置したときに、前記天板は前記開閉蓋の開閉の障壁とならない位置とされ、When the mount is installed in the opening, the top plate is positioned so as not to be a barrier to opening and closing the opening and closing lid,
前記荷揚げ工程の前に、前記開閉蓋を開いて前記開口部を開放する開口部開放工程と、An opening opening step of opening the opening by opening the opening and closing lid before the unloading step;
前記基礎部上昇工程の後に、前記開閉蓋を閉じて前記開口部を閉鎖する開口部閉鎖工程と、をさらに備え、an opening closing step of closing the opening by closing the open/close lid after the base raising step;
前記基礎部上昇工程では、前記開閉蓋の開閉の障壁とならない位置まで、前記基礎部を上階まで上昇させ、In the base part raising step, the base part is raised to an upper floor to a position that does not become a barrier for opening and closing the opening and closing lid,
前記開口部閉鎖工程の後に、前記基礎部を降ろして閉じられた該開閉蓋の上に載置する、 After the opening closing step, the base is lowered and placed on the closed opening and closing lid.
ことを特徴とする請求項1記載の資機材運搬方法。2. The method for transporting materials and equipment according to claim 1, characterized in that:
前記昇降装置の前記基礎部が移動車輪を具備し、
前記基礎部を前記開閉蓋の上に載置した後に、該開閉蓋の上で前記昇降装置を水平移動する昇降装置水平移動工程と、をさらに備えた、
ことを特徴とする請求項2記載の資機材運搬方法。
the base of the lifting device comprises a moving wheel ;
A lifting device horizontal movement step of horizontally moving the lifting device on the opening and closing lid after placing the base on the opening and closing lid,
3. The material/equipment transportation method according to claim 2, characterized in that:
前記荷揚げ工程では、前記支柱を上階まで伸ばした後、該支柱を上階の床面に固定し、In the unloading step, after extending the pillars to the upper floor, the pillars are fixed to the floor surface of the upper floor,
前記基礎部上昇工程では、前記支柱と上階の床面との固定を解除したうえで、前記支柱を短くしながら前記基礎部を上階まで上昇させる、In the base raising step, after releasing the fixation between the support and the floor surface of the upper floor, the base is lifted to the upper floor while shortening the support.
ことを特徴とする請求項1乃至請求項3のいずれかに記載の資機材運搬方法。4. The material/equipment transportation method according to any one of claims 1 to 3, characterized in that:
昇降装置を用い、上階の床面に設けられた開口部を通じて、上階から下階に資機材を運搬する方法であって、
前記昇降装置は、アウトリガーを具備する基礎部と、該基礎部に固定された1又は2以上の支柱と、該支柱に沿って昇降可能な荷台と、を有し、
上階の床面上に、前記昇降装置を配置する昇降装置配置工程と、
複数の支持脚と天板を含む架台を、前記開口部の上に架け渡すように設置する架台設置工程と、
前記天板より高い位置にある前記荷台を該天板の上に載置されるまで降ろし、該荷台を前記架台で支持する荷台支持工程と、
前記荷台を前記架台で支持した状態で前記支柱を下方に伸ばしながら、前記基礎部を下階まで下降させる基礎部下降工程と、
前記アウトリガーによって、前記基礎部を下階の床面上で支持する基礎部支持工程と、
前記荷台の支持を解除するとともに、前記荷台に資機材を収容したうえで、前記開口部を通じて該荷台を下階まで下降させ、下階で該荷台から資機材を降ろす荷降し工程と、を備えた、
ことを特徴とする資機材運搬方法。
A method of transporting materials and equipment from an upper floor to a lower floor through an opening provided in the floor surface of the upper floor using a lifting device,
The lifting device includes a base portion having outriggers, one or more pillars fixed to the base portion, and a loading platform that can be lifted and lowered along the pillars,
A lifting device arrangement step of arranging the lifting device on the floor surface of the upper floor;
a pedestal installation step of installing a pedestal including a plurality of supporting legs and a top plate so as to bridge over the opening;
a loading platform supporting step of lowering the loading platform positioned higher than the top plate until it is placed on the top plate, and supporting the loading platform on the platform;
a base portion lowering step of lowering the base portion to a lower floor while extending the pillars downward while supporting the loading platform on the pedestal;
a foundation support step of supporting the foundation on the floor surface of the lower floor by the outriggers;
an unloading step of releasing the support of the loading platform, storing materials and equipment in the loading platform, lowering the loading platform to a lower floor through the opening, and unloading the materials and equipment from the loading platform on the lower floor; prepared,
A material and equipment transportation method characterized by:
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JP2016135693A (en) 2015-01-23 2016-07-28 達丈 堀部 Lifter

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JP2736478B2 (en) * 1991-09-02 1998-04-02 株式会社フジタ How to build structures
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JP2016135693A (en) 2015-01-23 2016-07-28 達丈 堀部 Lifter

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