JP4410164B2 - Frame structure - Google Patents

Frame structure Download PDF

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JP4410164B2
JP4410164B2 JP2005200321A JP2005200321A JP4410164B2 JP 4410164 B2 JP4410164 B2 JP 4410164B2 JP 2005200321 A JP2005200321 A JP 2005200321A JP 2005200321 A JP2005200321 A JP 2005200321A JP 4410164 B2 JP4410164 B2 JP 4410164B2
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cradle
gantry
pair
steel plate
floor
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JP2007017336A (en
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山 隆 福
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Toshiba Corp
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Toshiba Corp
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors

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  • Conveying And Assembling Of Building Elements In Situ (AREA)

Description

本発明は、原子力プラント用の躯体構造物に係り、とりわけ床面に工事機材を仮置きせずに、原子力プラント建設を行うことができる躯体構造物に関する。   The present invention relates to a frame structure for a nuclear power plant, and more particularly to a frame structure capable of performing a nuclear power plant construction without temporarily placing construction equipment on a floor surface.

原子力プラントを建設するためのSCパネル躯体工法(SC工法)において、機器ユニット、資材等の工事機材が現場に搬入される。機器ユニット、資材等の工事機材を搬入する場合は、壁パネルを床面上に配置した後、屋根(上部床)パネルを壁パネルに取り付ける前に、工事機材を搬入する必要がある。このため、屋根パネルの取り付け工事が遅くならないよう、とりあえず床面に工事機材を仮置きしている。   In the SC panel body construction method (SC method) for constructing a nuclear power plant, construction equipment such as equipment units and materials are carried into the site. When carrying construction equipment such as equipment units and materials, it is necessary to carry in the construction equipment after placing the wall panel on the floor and before attaching the roof (upper floor) panel to the wall panel. For this reason, construction equipment is temporarily placed on the floor to prevent the installation of the roof panel from being delayed.

しかしながら、仮置きされた多くの工事機材により床面が雑然とすることがある。この場合は、建築仕上げ工事や機器工事を行う際、工事機材を床面から吊り上げた後、再配置して整理し直す必要があり、作業効率が悪かった。   However, the floor may be cluttered with a lot of temporary construction equipment. In this case, when building finishing work or equipment work, it was necessary to lift the construction equipment from the floor, then rearrange it and rearrange it, and the work efficiency was poor.

本発明は、このような点を考慮してなされたものであり、床面に工事機材を仮置きする必要がなく、床面上のスペースを有効に利用できるとともに、工事機材を迅速に配置することのできる原子力プラント用の躯体構造物を提供することを目的とする。   The present invention has been made in consideration of such points, and it is not necessary to temporarily place construction equipment on the floor surface, and the space on the floor surface can be used effectively, and the construction equipment can be quickly arranged. An object of the present invention is to provide a frame structure for a nuclear power plant.

本発明は、少なくとも鋼板をもった躯体を有する原子力プラント用の躯体構造物において、床面上に対向して配置されるとともに、互いに向き合う鋼板表面を有する一対の躯体と、一対の躯体の鋼板表面上に対向して固定されるとともに、上方が開口している一対の受け台と、一対の受け台に嵌め込まれる工事機材6載置用の架台と、を備えたことを特徴とする躯体構造物である。   The present invention relates to a structure for a nuclear power plant having a casing having at least a steel plate, and a pair of casings that are disposed opposite to each other on the floor surface and have steel plate surfaces facing each other, and a steel plate surface of the pair of casings A frame structure characterized by comprising a pair of cradles that are fixed to face each other and open upward, and a base for placing construction equipment 6 that is fitted into the cradles. It is.

本発明は、一対の受け台は、少なくとも2組設けられ、架台は、各対の受け台に装着される架台棒と、各架台棒の間に配置される架台床とを有することを特徴とする躯体構造物である。   The present invention is characterized in that at least two pairs of cradles are provided, and the gantry includes a gantry bar to be mounted on each pair of cradles, and a gantry floor disposed between the gantry bars. It is a skeleton structure.

本発明は、各躯体は、壁パネルからなることを特徴とする躯体構造物である。   The present invention is a casing structure in which each casing is formed of a wall panel.

本発明は、各受け台は、複数面を有し、これらの面は対応する躯体の鋼板表面上に折りたたまれることを特徴とする躯体構造物である。   The present invention is a housing structure in which each cradle has a plurality of surfaces, and these surfaces are folded on the steel plate surface of the corresponding housing.

本発明は、各受け台は、その横断面が半円形の形状を有し、受け台に装着される架台棒は、受け台に嵌め込まれるよう円柱形状を有することを特徴とする躯体構造物である。   The present invention is a housing structure characterized in that each cradle has a semicircular cross-sectional shape, and a pedestal bar attached to the cradle has a cylindrical shape to be fitted into the cradle. is there.

本発明は、各受け台は、その横断面が多角形の形状を有し、受け台に装着される架台棒は、受け台に嵌め込まれるよう多角柱形状を有することを特徴とする躯体構造物である。   According to the present invention, each cradle has a polygonal shape in cross section, and the pedestal bar attached to the cradle has a polygonal column shape so as to be fitted into the cradle. It is.

本発明によれば、躯体に固定された架台に工事機材6を載置することができるので、床面に工事機材6を仮置きする必要がない。このため、床面上のスペースを有効に利用できるとともに、工事機材6を迅速に配置することのできる躯体構造物を提供することができる。   According to the present invention, since the construction equipment 6 can be placed on a gantry fixed to the frame, it is not necessary to temporarily place the construction equipment 6 on the floor surface. Therefore, it is possible to provide a frame structure that can effectively use the space on the floor surface and can quickly arrange the construction equipment 6.

第1の実施の形態
以下、本発明に係る躯体構造物100の実施の形態について、図面を参照して説明する。ここで、図1乃至図4は本発明の第1の実施の形態を示す図である。なお、以下の実施の形態では、躯体として壁パネル2を用いて説明するが、躯体であれば他のものを用いてもよい。
First Embodiment Hereinafter, an embodiment of a housing structure 100 according to the present invention will be described with reference to the drawings. Here, FIG. 1 to FIG. 4 are diagrams showing a first embodiment of the present invention. In the following embodiments, the wall panel 2 will be used as the casing. However, other casings may be used as long as the casing is used.

本実施の形態の躯体構造物100は、原子力プラントを建設する際の骨組みにあたるものであり、少なくとも鋼板製の表面(鋼板表面)2aをもった壁パネル2を有する。   The frame structure 100 of the present embodiment is a framework for constructing a nuclear power plant, and has a wall panel 2 having at least a steel plate surface (steel plate surface) 2a.

図1及び図2に示すように、本実施の形態の躯体構造物100は、床面1上に対向して配置されるとともに、互いに向き合う鋼板表面2aを有する一対の壁パネル2と、一対の壁パネル2の鋼板表面2a上であって、壁パネル2の両側縁近傍で互いに対向して固定されるとともに、上方が開口している二対の受け台4と、各対の受け台4に嵌め込まれる工事機材6載置用の架台25とを備えている。なお、図1に示すように、一対の壁パネル2は床面1の両端部に配置され、このため一対の壁パネル2により挟まれた領域が床面1とてなる。   As shown in FIG.1 and FIG.2, the frame structure 100 of this Embodiment is arrange | positioned facing the floor surface 1, and a pair of wall panel 2 which has the steel plate surface 2a which mutually faces, and a pair of On the steel plate surface 2 a of the wall panel 2, two pairs of cradles 4 that are fixed to face each other in the vicinity of both side edges of the wall panel 2 and open upward, and each pair of cradle 4 And a mount 25 for placing construction equipment 6 to be fitted. As shown in FIG. 1, the pair of wall panels 2 are disposed at both ends of the floor surface 1, and therefore, the region sandwiched between the pair of wall panels 2 is the floor surface 1.

上記構成部材のうち、架台25は、受け台4に装着される2本の架台棒5と、2本の架台棒5の間に配置されるとともに工事機材6を載置する架台床15とを有している。また、壁パネル2の鋼板表面2aに設けられた一対の受け台4は、工場でのプレハブ制作段階で位置決めが行なわれ、溶接等によって壁パネル2の鋼板表面2a上に固定される。   Among the above components, the gantry 25 includes two gantry bars 5 to be mounted on the cradle 4 and a gantry floor 15 that is disposed between the two gantry bars 5 and on which the construction equipment 6 is placed. Have. Further, the pair of cradles 4 provided on the steel plate surface 2a of the wall panel 2 is positioned at the prefab production stage in the factory and fixed on the steel plate surface 2a of the wall panel 2 by welding or the like.

図3に示すように、壁パネル2の鋼板表面2aに設けられた各受け台4は、鋼板表面2aに当接する当接面14aと、一対の側面14bと、底面14cとを有し、その横断面が四角形の形状を有している。また、この受け台4に装着される架台棒5は、受け台4に嵌め込まれるよう四角柱形状を有している。   As shown in FIG. 3, each cradle 4 provided on the steel plate surface 2a of the wall panel 2 has a contact surface 14a that contacts the steel plate surface 2a, a pair of side surfaces 14b, and a bottom surface 14c. The cross section has a quadrangular shape. The pedestal bar 5 attached to the cradle 4 has a quadrangular prism shape so as to be fitted into the cradle 4.

次に、このような構成からなる本実施の形態の作用について述べる。   Next, the operation of the present embodiment having such a configuration will be described.

図1及び図2において、躯体構造物100上に工事機材6を載置する方法について述べる。まず、上述のように、予め一対の壁パネル2の鋼板表面2a上であって、壁パネル2の両側縁近傍において二対の受け台4が互いに対向して固定されている。   1 and 2, a method for placing the construction equipment 6 on the frame structure 100 will be described. First, as described above, two pairs of cradles 4 are fixed to face each other in the vicinity of both side edges of the wall panel 2 on the steel plate surface 2a of the pair of wall panels 2 in advance.

次に、このように予め二対の受け台4が設けられ、鋼板表面2aを有する一対の壁パネル2が床面1の両端部に対向して配置される。   Next, two pairs of cradles 4 are provided in advance as described above, and a pair of wall panels 2 having a steel plate surface 2 a are arranged to face both ends of the floor surface 1.

次に、床面1から離れた載置用床(図示せず)上に架台棒5と架台床15とからなる架台25を配置される。   Next, a gantry 25 including the gantry bar 5 and the gantry floor 15 is placed on a mounting floor (not shown) separated from the floor surface 1.

次に、載置用床の上に配置した架台25の架台床15上に工事機材6を載置される。その後、工事機材6を載置した架台25の架台棒5に吊りワイヤ8を巻き掛け、架台棒5に巻き掛けた吊りワイヤ8を揚重機7によって持ち上げて操作し、架台25の架台棒5を載置用床から一対の壁パネル2に設けられた受け台4に装着される。   Next, the construction equipment 6 is placed on the gantry floor 15 of the gantry 25 arranged on the mounting floor. Thereafter, the suspension wire 8 is wound around the gantry bar 5 of the gantry 25 on which the construction equipment 6 is placed. It is mounted on a cradle 4 provided on the pair of wall panels 2 from the mounting floor.

本実施の形態によれば、図1及び図2に示すように、一対の壁パネル2の一対の受け台4上に、工事機材6載置用の架台25の架台棒5が嵌め込まれ、この架台25上に機器ユニット、資材等の工事機材6を載置することができる。   According to the present embodiment, as shown in FIGS. 1 and 2, the pedestal bar 5 of the pedestal 25 for placing the construction equipment 6 is fitted on the pair of pedestals 4 of the pair of wall panels 2. Construction equipment 6 such as equipment units and materials can be placed on the gantry 25.

このため、工事機材6を躯体構造物100内に搬入した場合でも、工事機材6を床面1に仮置きせずにすむので、仮置きした工事機材6を再度床面1から吊上げることなく、床面1を塗装することができ、また床面1上において機器の配管工事をすることができる。さらに、床面1上方に一定のスペースを確保できるので、作業者は床面1上の室内での機器配管工事などを効率よく行うことができる。   For this reason, even when the construction equipment 6 is carried into the frame structure 100, the construction equipment 6 is not temporarily placed on the floor surface 1. Therefore, the temporarily placed construction equipment 6 is not lifted from the floor surface 1 again. The floor surface 1 can be painted, and equipment piping work can be performed on the floor surface 1. Furthermore, since a certain space can be secured above the floor surface 1, the worker can efficiently perform equipment piping work in the room on the floor surface 1.

また、図1に示すように、二対の受け台4は、床面1の両端部に設けられた一対の壁パネル2の鋼板表面2a上であって、壁パネル2の両側縁近傍で互いに対向して固定されており、架台25の架台棒5は、受け台4に嵌め込まれている。このため、架台棒5の間に配置される架台床15は、床面1と同程度の面積を有することになる。このため、躯体構造物100内での工事機材6の配置位置に合わせて、架台25の架台床15上に予め工事機材6を整頓して配置することができ、架台25の架台床15上に配置された工事機材6を再配置することなく短時間で、躯体構造物100内に配置することできる。   As shown in FIG. 1, the two pairs of cradles 4 are on the steel plate surfaces 2 a of the pair of wall panels 2 provided at both ends of the floor surface 1, and are adjacent to each other in the vicinity of both side edges of the wall panel 2. The pedestal bar 5 of the pedestal 25 is fixed in opposition to the cradle 4. For this reason, the gantry floor 15 disposed between the gantry bars 5 has the same area as the floor surface 1. For this reason, according to the arrangement position of the construction equipment 6 in the frame structure 100, the construction equipment 6 can be arranged in advance on the gantry floor 15 of the gantry 25 and arranged on the gantry floor 15 of the gantry 25. The arranged construction equipment 6 can be arranged in the frame structure 100 in a short time without rearranging.

次に、壁パネル2の鋼板表面2aに設けられた受け台4の変形例について述べる。   Next, a modified example of the cradle 4 provided on the steel plate surface 2a of the wall panel 2 will be described.

また、図3に示すように、受け台4は、当接面14aと、一対の側面14bと、底面14cとを有する四角形の断面形状を有しているが、受け台4の4つの面14a、14b、14cのうち一対の側面14bと底面14cとが壁パネル2の鋼板表面2a上に折りたたまれるように構成してもよい。この場合、工事機材6を載せた架台25を壁パネル2の受け台4上に配置して、工事機材6を躯体構造物100内に設置する。次に、受け台4から架台25を取り外し、その後、受け台4の一対の側面14bと底面14cとを鋼板表面2a上に折りたたんで、壁パネル2の鋼板表面2a上にコンクリートを塗ることができる。このため、受け台4を壁パネル2の鋼板表面2aから取り外す必要が無くなり、より簡単に建築物を完成させることができる。   As shown in FIG. 3, the cradle 4 has a quadrangular cross-sectional shape having a contact surface 14 a, a pair of side surfaces 14 b, and a bottom surface 14 c, but the four surfaces 14 a of the cradle 4. , 14b and 14c, a pair of side surfaces 14b and bottom surface 14c may be folded on the steel plate surface 2a of the wall panel 2. In this case, the gantry 25 on which the construction equipment 6 is placed is disposed on the cradle 4 of the wall panel 2, and the construction equipment 6 is installed in the frame structure 100. Next, the gantry 25 can be removed from the cradle 4, and then the pair of side surfaces 14 b and the bottom surface 14 c of the cradle 4 can be folded on the steel plate surface 2 a and concrete can be applied to the steel plate surface 2 a of the wall panel 2. . For this reason, it is not necessary to remove the cradle 4 from the steel plate surface 2a of the wall panel 2, and the building can be completed more easily.

また、図4(a)に示すように、横断面が半円形の形状を有する受け台4aを用いるとともに、その受け台4aに嵌め込まれるよう円柱形状を有する架台棒5aを用いることができる。このように、受け台4の横断面を半円形とすることで、架台25の架台床15上に載せた工事機材6からの重みを均等に壁パネル2に伝えることができるので、より重い工事機材6を架台25の架台床15に載せることができる。   Moreover, as shown to Fig.4 (a), while using the base 4a which has a semicircular cross section, the base rod 5a which has a column shape so that it may be fitted in the base 4a can be used. Thus, by making the cross section of the cradle 4 semi-circular, the weight from the construction equipment 6 placed on the gantry floor 15 of the gantry 25 can be evenly transmitted to the wall panel 2, so that heavier construction work is performed. The equipment 6 can be placed on the gantry floor 15 of the gantry 25.

また、図4(b)に示すように、横断面が三角形の形状を有する受け台4bを用いるとともに、その受け台4bに嵌め込まれるよう三角柱形状を有する架台棒5bを用いることができる。このように、受け台4bの横断面を三角形とすることで、壁パネル2に対する架台25の位置をより堅固に固定することができる。   Moreover, as shown in FIG.4 (b), while using the cradle 4b whose cross section has a triangular shape, the mount rod 5b which has a triangular prism shape so that it may be fitted by the cradle 4b can be used. Thus, the position of the mount 25 with respect to the wall panel 2 can be more firmly fixed by making the cross section of the receiving stand 4b into a triangle.

なお、壁パネル2は圧力プラントの柱などの他の躯体よりも頑丈な構造をしているので、他の躯体を用いた場合よりも、重い工事機材6を架台25の架台床15上に載せることができる。   In addition, since the wall panel 2 has a structure stronger than other housings such as a pillar of a pressure plant, the heavy construction equipment 6 is placed on the platform floor 15 of the platform 25 as compared with the case where other housings are used. be able to.

第2の実施の形態
次に図5により本発明の第2の実施の形態について説明する。図5に示す第2の実施の形態は一対の壁パネル2の鋼板表面2a上であって、壁パネル2の両側縁近傍で互いに対向して固定される二対の受け台4を用いる代わりに、一対の壁パネル2の鋼板表面2a上であって、壁パネル2の両側縁近傍の間に延在するとともに、互いに対向して固定される一対の受け台4を用いたものである。また2本の架台棒5と、この2本の架台棒5の間に配置される工事機材6を載置する架台床15からなる架台25を用いる代わりに、一枚の板からなる板状の架台25が用いられている。図5において、他は図1乃至図4に示す第1の実施の形態と略同一である。
The next Figure 5 a second embodiment will be described a second embodiment of the present invention. The second embodiment shown in FIG. 5 is on the steel plate surface 2a of the pair of wall panels 2 and instead of using two pairs of cradles 4 fixed opposite to each other in the vicinity of both side edges of the wall panel 2. The pair of cradles 4 are used on the steel plate surfaces 2a of the pair of wall panels 2 and extend between the vicinity of both side edges of the wall panel 2 and are fixed to face each other. Further, instead of using the gantry 25 composed of the gantry floor 15 on which the two gantry bars 5 and the construction equipment 6 arranged between the two gantry bars 5 are placed, a plate-shaped plate composed of one sheet is used. A gantry 25 is used. In FIG. 5, the rest is substantially the same as the first embodiment shown in FIGS.

図5に示す第2の実施の形態において、図1乃至図4に示す第1の実施の形態と同一部分には同一符号を付して詳細な説明は省略する。   In the second embodiment shown in FIG. 5, the same parts as those in the first embodiment shown in FIGS.

図5に示すように、一対の壁パネル2の一対の受け台4上に、工事機材6載置用の架台25が嵌め込まれ、この架台25上に機器ユニット、資材等の工事機材6を載置することができる。   As shown in FIG. 5, a mounting base 25 for placing the construction equipment 6 is fitted on the pair of receiving bases 4 of the pair of wall panels 2, and the construction equipment 6 such as equipment units and materials is placed on the mounting base 25. Can be placed.

このため、工事機材6を躯体構造物100内に搬入した場合でも、工事機材6を床面1に仮置きせずにすむので、仮置きした工事機材6を再度床面1から吊上げることなく、床面1を塗装することができ、また床面1上において機器の配管工事をすることができる。さらに、床面1上方に一定のスペースを確保できるので、作業者は床面1上の室内での機器配管工事などを効率よく行うことができる。   For this reason, even when the construction equipment 6 is carried into the frame structure 100, the construction equipment 6 is not temporarily placed on the floor surface 1. Therefore, the temporarily placed construction equipment 6 is not lifted from the floor surface 1 again. The floor surface 1 can be painted, and equipment piping work can be performed on the floor surface 1. Furthermore, since a certain space can be secured above the floor surface 1, the worker can efficiently perform equipment piping work in the room on the floor surface 1.

また、図5に示すように、一対の受け台4は、床面1の両端部に設けられた一対の壁パネル2の鋼板表面2a上であって、壁パネル2の両側縁近傍の間に延在するとともに、互いに対向して固定されている。さらに、架台25は、一対の受け台4に嵌め込まれている。このため、架台25は、床面1と同程度の面積を有することになる。このため、躯体構造物100内での工事機材6の配置位置に合わせて、架台25上に予め工事機材6を整頓して配置することができ、架台25上に配置された工事機材6を再配置することなく短時間で、躯体構造物100内に配置することできる。   Further, as shown in FIG. 5, the pair of cradles 4 are on the steel plate surfaces 2 a of the pair of wall panels 2 provided at both ends of the floor surface 1, and between the vicinity of both side edges of the wall panel 2. It extends and is fixed opposite to each other. Further, the gantry 25 is fitted into the pair of cradle 4. For this reason, the gantry 25 has the same area as the floor surface 1. Therefore, the construction equipment 6 can be arranged in advance on the gantry 25 in accordance with the arrangement position of the construction equipment 6 in the frame structure 100, and the construction equipment 6 arranged on the gantry 25 can be re-installed. It can arrange | position in the housing structure 100 in a short time, without arrange | positioning.

図5に示すように、架台25は一枚の板からなるので、容易かつ安価に架台25を準備することができる。また、架台25を嵌め込む受け台4は、広い表面積で壁パネル2に固定されているので、より重い工事機材6を架台25上に載置することができる。   As shown in FIG. 5, since the gantry 25 is made of a single plate, the gantry 25 can be prepared easily and inexpensively. Further, since the cradle 4 into which the gantry 25 is fitted is fixed to the wall panel 2 with a large surface area, heavier construction equipment 6 can be placed on the gantry 25.

本発明による躯体構造物の第1の実施の形態を示す斜視図。The perspective view which shows 1st Embodiment of the housing structure by this invention. 本発明による躯体構造物の第1の実施の形態を示す側面図。The side view which shows 1st Embodiment of the housing structure by this invention. 本発明による躯体構造物の第1の実施の形態における受け台と架台棒を示す構成図。BRIEF DESCRIPTION OF THE DRAWINGS The block diagram which shows the base and mount frame in 1st Embodiment of the housing structure by this invention. 本発明による躯体構造物の第1の実施の形態における受け台と架台棒の変形例を示す構成図。The block diagram which shows the modification of the receiving stand and mount frame in 1st Embodiment of the housing structure by this invention. 本発明による躯体構造物の第2の実施の形態を示す構成図。The block diagram which shows 2nd Embodiment of the housing structure by this invention.

符号の説明Explanation of symbols

1 床面
2 壁パネル
2a 鋼板表面
4、4a、4b 受け台
5、5a、5b 架台棒
6 工事機材
7 揚重機
8 吊りワイヤ
14a 当接面
14b 側面
14c 底面
15 架台床
25 架台
100 躯体構造物
DESCRIPTION OF SYMBOLS 1 Floor surface 2 Wall panel 2a Steel plate surface 4, 4a, 4b Base 5, 5a, 5b Base rod 6 Construction equipment 7 Lifting machine 8 Lifting wire 14a Contact surface 14b Side surface 14c Bottom surface 15 Base floor 25 Base 100 Frame structure

Claims (6)

少なくとも鋼板をもった躯体を有する原子力プラント用の躯体構造物において、
床面上に対向して配置されるとともに、互いに向き合う鋼板表面を有する一対の躯体と、
一対の躯体の鋼板表面上に対向して固定されるとともに、上方が開口している一対の受け台と、
一対の受け台に嵌め込まれる工事機材載置用の架台と、を備えたことを特徴とする躯体構造物。
In a structure for a nuclear power plant having a structure having at least a steel plate,
A pair of housings arranged opposite to each other on the floor and having steel plate surfaces facing each other;
A pair of cradles that are fixed opposite to each other on the steel plate surfaces of the pair of housings, and whose upper sides are open
A frame structure characterized by comprising a mounting base for construction equipment to be fitted into a pair of cradle.
一対の受け台は、少なくとも2組設けられ、
架台は、各対の受け台に装着される架台棒と、各架台棒の間に配置される架台床とを有することを特徴とする請求項1記載の躯体構造物。
At least two pairs of cradles are provided,
2. The frame structure according to claim 1, wherein the gantry includes a gantry bar mounted on each pair of cradles and a gantry floor disposed between the gantry bars.
各躯体は、壁パネルからなることを特徴とする請求項1又は2のいずれかに記載の躯体構造物。   Each housing is a wall panel, The housing structure according to claim 1 or 2 characterized by things. 各受け台は、複数面を有し、これらの面は対応する躯体の鋼板表面上に折りたたまれることを特徴とする請求項1記載の躯体構造物。   2. The housing structure according to claim 1, wherein each of the cradle has a plurality of surfaces, and these surfaces are folded on the steel plate surface of the corresponding housing. 各受け台は、その横断面が半円形の形状を有し、受け台に装着される架台棒は、受け台に嵌め込まれるよう円柱形状を有することを特徴とする請求項2記載の躯体構造物。   3. The frame structure according to claim 2, wherein each of the cradle has a semicircular shape in cross section, and the pedestal bar attached to the cradle has a cylindrical shape so as to be fitted into the cradle. . 各受け台は、その横断面が多角形の形状を有し、受け台に装着される架台棒は、受け台に嵌め込まれるよう多角柱形状を有することを特徴とする請求項2記載の躯体構造物。   3. A housing structure according to claim 2, wherein each of the cradle has a polygonal cross section, and a frame bar attached to the cradle has a polygonal column shape so as to be fitted into the cradle. object.
JP2005200321A 2005-07-08 2005-07-08 Frame structure Expired - Fee Related JP4410164B2 (en)

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Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2005200321A JP4410164B2 (en) 2005-07-08 2005-07-08 Frame structure

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JP2007017336A JP2007017336A (en) 2007-01-25
JP4410164B2 true JP4410164B2 (en) 2010-02-03

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