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JP6897934B2 - Preliminary lifting method for refrigerators - Google Patents
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JP6897934B2 - Preliminary lifting method for refrigerators - Google Patents

Preliminary lifting method for refrigerators Download PDF

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JP6897934B2
JP6897934B2 JP2017144665A JP2017144665A JP6897934B2 JP 6897934 B2 JP6897934 B2 JP 6897934B2 JP 2017144665 A JP2017144665 A JP 2017144665A JP 2017144665 A JP2017144665 A JP 2017144665A JP 6897934 B2 JP6897934 B2 JP 6897934B2
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refrigerator
steel material
installing
temperature cylinder
lifting
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JP2019027052A (en
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小川 正人
正人 小川
岡本 興三
興三 岡本
淑隆 五十嵐
淑隆 五十嵐
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Takasago Thermal Engineering Co Ltd
Tokkyokiki Corp
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Takasago Thermal Engineering Co Ltd
Tokkyokiki Corp
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Description

本発明は、冷凍機の先行揚重方法に関する。 The present invention relates to a method for prior lifting of a refrigerator.

従来から、高層ビル等の建物の建設において、冷凍機等を含む空調設備を設置する方法として、例えば鉄骨を組み付ける鉄骨建方の後に冷凍機を搬入する揚重方法が一般に行われている(例えば、特許文献1参照)。 Conventionally, in the construction of buildings such as high-rise buildings, as a method of installing air-conditioning equipment including a refrigerator or the like, for example, a lifting method in which a refrigerator is carried in after a steel frame construction method in which a steel frame is assembled has been generally performed (for example). , Patent Document 1).

特開2014−156969号公報JP-A-2014-1566969

しかしながら、鉄骨建方の後に冷凍機を搬入する揚重方法では、鉄骨建方と並行して冷凍機の搬入ができないため、工期が長くなる。 However, in the lifting method in which the refrigerator is carried in after the steel frame construction, the refrigerating machine cannot be carried in parallel with the steel frame construction, so that the construction period becomes long.

そこで、上記課題に鑑み、工期を短縮することが可能な冷凍機の先行揚重方法を提供することを目的とする。 Therefore, in view of the above problems, it is an object of the present invention to provide a method for pre-lifting a refrigerator capable of shortening the construction period.

上記目的を達成するため、本発明の一態様は、鉄骨建方中に冷凍機を揚重する先行揚重方法であって、梁の上に本設用鋼材を設置する工程と、前記本設用鋼材の上に仮設用鋼材を設置する工程と、前記仮設用鋼材の上に防振機器を設置する工程と、前記防振機器の上に冷凍機を設置する工程と、前記冷凍機を設置した後に前記仮設用鋼材を取り外す工程と、を有する。 In order to achieve the above object, one aspect of the present invention is a pre-lifting method of lifting a refrigerator during construction of a steel frame, which comprises a step of installing a steel material for main installation on a beam and the main installation. A process of installing a temporary steel material on the temporary steel material, a process of installing a vibration isolator on the temporary steel material, a process of installing a refrigerator on the vibration isolator, and a process of installing the refrigerator. It has a step of removing the temporary steel material after the process.

開示の冷凍機の先行揚重方法によれば、工期を短縮することができる。 According to the disclosed method of pre-lifting the refrigerator, the construction period can be shortened.

本発明の実施形態に係る冷凍機の先行揚重方法を示すフローチャートA flowchart showing a method of prior lifting of a refrigerator according to an embodiment of the present invention. 鉄骨建方中にタワークレーンにより低温胴を搬入するときの状態を示す概略図Schematic diagram showing the state when a low temperature cylinder is carried in by a tower crane during the construction of a steel frame. 冷凍機の設置場所を説明するための図Diagram to explain the installation location of the refrigerator 本設用鋼材を設置した後の状態を示す概略図Schematic diagram showing the state after installing the main steel material 仮設用鋼材を設置した後の状態を示す概略図Schematic diagram showing the state after installing the temporary steel material OS防振機器を設置した後の状態を示す概略図Schematic diagram showing the state after installing the OS anti-vibration device OS防振機器を説明するための図Diagram for explaining OS anti-vibration equipment 低温胴を設置した後の状態を示す概略図Schematic diagram showing the state after installing the low temperature cylinder 高温胴を設置した後の状態を示す概略図Schematic diagram showing the state after installing the high temperature cylinder 仮設用鋼材を取り外した後の状態を示す概略図Schematic diagram showing the state after removing the temporary steel material

以下、本発明を実施するための形態について図面を参照して説明する。なお、本明細書及び図面において、実質的に同一の構成については、同一の符号を付することにより重複した説明を省く。 Hereinafter, embodiments for carrying out the present invention will be described with reference to the drawings. In the present specification and the drawings, substantially the same configurations are designated by the same reference numerals to omit duplicate explanations.

本発明の実施形態に係る冷凍機の先行揚重方法について説明する。以下では、高層ビル等の建物の建設において、鉄骨を組み付ける鉄骨建方中に冷凍機を揚重する先行揚重方法を例に挙げて説明する。 The method of pre-lifting the refrigerator according to the embodiment of the present invention will be described. In the following, in the construction of a building such as a high-rise building, a preliminary lifting method in which the refrigerator is lifted during the steel frame construction in which the steel frame is assembled will be described as an example.

図1は、本発明の実施形態に係る冷凍機の先行揚重方法を示すフローチャートである。本発明の実施形態に係る冷凍機の先行揚重方法は、鉄骨建方中にタワークレーンを用いて行われ、図1に示されるように、本設用鋼材、仮設用鋼材(イモ積み用鋼材)、OS防振機器、低温胴、及び高温胴等の部材を所望の設置場所にこの順番で搬入し、設置する。その後、低温胴と高温胴とを接続し、仮設用鋼材を取り外す。 FIG. 1 is a flowchart showing a method of prior lifting of a refrigerator according to an embodiment of the present invention. The advance lifting method of the refrigerator according to the embodiment of the present invention is performed by using a tower crane during the construction of the steel frame, and as shown in FIG. 1, the steel material for main installation and the steel material for temporary construction (steel material for potato loading). ), OS anti-vibration equipment, low-temperature cylinder, high-temperature cylinder, and other members are carried into the desired installation location in this order and installed. After that, the low temperature cylinder and the high temperature cylinder are connected, and the temporary steel material is removed.

図2は、鉄骨建方中にタワークレーンにより低温胴を搬入するときの状態を示す概略図である。図3は、冷凍機の設置場所を説明するための図である。例えば、図2に示されるように、所望の設置場所(図2中の矢印A参照)に低温胴12を設置する場合、まず、鉄骨建方中に、タワークレーン100により、トラック102の荷台に積載された低温胴12を所望の設置場所よりも高い位置まで吊り上げる。続いて、吊り上げた低温胴12を、所望の設置場所の真上から鉛直下方向に移動させて搬入し、設置する。また、高温胴14についても、低温胴12と同様の方法で所望の設置場所に搬入し、設置する。このとき、例えば図3に示されるように、低温胴12と高温胴14とを含む冷凍機10を複数の梁104に跨って設置する場合、冷凍機10の設置階の梁104が取り付けられた後であって、上層階の梁のうち上方から見たときに冷凍機10と重なる位置の梁が取り付けられる前に、冷凍機10(低温胴12、高温胴14)を搬入し、設置する。 FIG. 2 is a schematic view showing a state when a low temperature cylinder is carried in by a tower crane during the construction of a steel frame. FIG. 3 is a diagram for explaining the installation location of the refrigerator. For example, as shown in FIG. 2, when installing the low temperature cylinder 12 at a desired installation location (see arrow A in FIG. 2), first, during the construction of the steel frame, the tower crane 100 is used on the loading platform of the truck 102. The loaded low temperature cylinder 12 is lifted to a position higher than the desired installation location. Subsequently, the lifted low-temperature cylinder 12 is moved vertically downward from directly above the desired installation location, carried in, and installed. Further, the high temperature cylinder 14 is also carried into a desired installation location and installed in the same manner as the low temperature cylinder 12. At this time, for example, as shown in FIG. 3, when the refrigerator 10 including the low temperature cylinder 12 and the high temperature cylinder 14 is installed across the plurality of beams 104, the beams 104 on the installation floor of the refrigerator 10 are attached. Later, the refrigerator 10 (low temperature cylinder 12, high temperature cylinder 14) is carried in and installed before the beam at the position where it overlaps with the refrigerator 10 when viewed from above among the beams on the upper floor is attached.

このように本発明の実施形態に係る冷凍機10の先行揚重方法では、鉄骨建方中に冷凍機10を搬入し、設置するので、鉄骨建方の後に冷凍機を搬入し、設置する場合と比較して、工期を大幅に短縮することができる。また、冷凍機10の設置階の上層階の梁のうち上方から見たときに冷凍機10と重なる位置の梁が取り付けられる前に冷凍機10を搬入し、設置する。これにより、冷凍機10を所望の設置場所の真上から鉛直下方向に移動させて搬入することができる。そのため、冷凍機10の横引き等が不要であり、搬入作業及び設置作業が容易となる。 As described above, in the advance lifting method of the refrigerator 10 according to the embodiment of the present invention, the refrigerator 10 is carried in and installed during the steel frame construction. Therefore, when the refrigerator is carried in and installed after the steel frame construction. Compared with, the construction period can be shortened significantly. Further, the refrigerator 10 is carried in and installed before the beam at a position overlapping the refrigerator 10 when viewed from above among the beams on the upper floor of the installation floor of the refrigerator 10 is attached. As a result, the refrigerator 10 can be moved vertically downward from directly above the desired installation location and carried in. Therefore, it is not necessary to pull the refrigerator 10 sideways, which facilitates the carry-in work and the installation work.

これに対し、鉄骨建方の後に冷凍機を搬入し、設置する従来の方法では、冷凍機の設置場所の上方に梁等が取り付けられているので、冷凍機を所望の設置場所の真上から鉛直下方向に移動させて搬入することができない。そのため、従来では、所望の設置場所に冷凍機を設置する場合、タワークレーンによる冷凍機の吊り上げと、冷凍機を所定階において移動させる横引きとを行う必要があり、搬入作業及び設置作業が複雑であった。 On the other hand, in the conventional method of carrying in and installing the refrigerator after the steel frame construction, beams and the like are attached above the installation location of the refrigerator, so the refrigerator can be installed from directly above the desired installation location. It cannot be carried in by moving it vertically downward. Therefore, conventionally, when installing the refrigerator at a desired installation location, it is necessary to lift the refrigerator by a tower crane and to pull the refrigerator horizontally to move the refrigerator on a predetermined floor, which complicates the carry-in work and the installation work. Met.

以下、冷凍機の先行揚重方法について具体的に説明する。 Hereinafter, the method of pre-lifting the refrigerator will be specifically described.

図4は本設用鋼材を設置した後の状態を示す概略図であり、図4(a)は斜視図であり、図4(b)は図4(a)における+Y方向の側から見たときの側面図である。なお、図4(a)においては、梁104及びデッキプレート106の図示を省略している。本設用鋼材を設置する工程S1は、梁104の上に本設用鋼材2を設置する工程である。本設用鋼材を設置する工程S1は、例えば図4(b)に示されるように、冷凍機10の設置階における梁104及びデッキプレート106が設置された後であって、冷凍機10の設置階の上層階の梁のうち上方から見たときに冷凍機10の設置場所と重なる位置の梁が取り付けられる前に行われることが好ましい。梁104は、例えばH鋼により形成されている。デッキプレート106は、例えば鋼板を加工して形成されている。本設用鋼材を設置する工程S1では、まず、タワークレーン100により、冷凍機10の設置階に、複数(例えば3個)の本設用鋼材2を搬入する。続いて、例えば図4(a)及び図4(b)に示されるように、冷凍機10の設置階の梁104の上に、複数(例えば3個)の本設用鋼材2をY方向に沿って互いに平行な状態で設置する。本設用鋼材2は、例えば高さが200mm、辺が200mm、長さが6000mmのH鋼である。デッキプレート106は、本設用鋼材2が搬入された後に梁104の上に設置される。 FIG. 4 is a schematic view showing a state after the main steel material is installed, FIG. 4 (a) is a perspective view, and FIG. 4 (b) is a view from the + Y direction side in FIG. 4 (a). It is a side view of the time. In FIG. 4A, the beam 104 and the deck plate 106 are not shown. The step S1 for installing the main steel material is a step of installing the main steel material 2 on the beam 104. The step S1 for installing the main steel material is, for example, after the beam 104 and the deck plate 106 on the installation floor of the refrigerator 10 are installed, as shown in FIG. 4B, and the installation of the refrigerator 10 is performed. Of the beams on the upper floors of the floor, it is preferable that the beam is installed before the beam at a position overlapping the installation location of the refrigerator 10 when viewed from above. The beam 104 is made of, for example, H steel. The deck plate 106 is formed by processing, for example, a steel plate. In the step S1 of installing the main steel material, first, a plurality of (for example, three) main steel materials 2 are carried into the installation floor of the refrigerator 10 by the tower crane 100. Subsequently, as shown in FIGS. 4 (a) and 4 (b), for example, a plurality of (for example, three) main steel materials 2 are placed in the Y direction on the beam 104 on the installation floor of the refrigerator 10. Install along and parallel to each other. The main steel material 2 is, for example, H steel having a height of 200 mm, a side of 200 mm, and a length of 6000 mm. The deck plate 106 is installed on the beam 104 after the main steel material 2 is carried in.

図5は仮設用鋼材を設置した後の状態を示す概略図であり、図5(a)は斜視図であり、図5(b)は図5(a)における+Y方向の側から見たときの側面図である。なお、図5(a)においては、梁104及びデッキプレート106の図示を省略している。仮設用鋼材を設置する工程S2は、本設用鋼材2の上に仮設用鋼材4を設置する工程である。仮設用鋼材を設置する工程S2では、まず、タワークレーン100により、冷凍機10の設置階に、複数の仮設用鋼材4を搬入する。仮設用鋼材4は、例えばメッシュカゴを使用して搬入することができる。続いて、例えば図5(a)及び図5(b)に示されるように、本設用鋼材2の上に、複数(例えば9個)の仮設用鋼材4を設置する。複数の仮設用鋼材4を設置することで、OS防振機器6を多点支持可能となり、OS防振機器6の設置後の安定性が向上する。仮設用鋼材4は、一時的に使用する鋼材であり、例えば低温胴12及び高温胴14を含む冷凍機10の設置が完了した後であって、冷凍機10の設置階のデッキプレート106の上にコンクリートを打設した後に取り外される。このように仮設用鋼材4は後に取り外されるので、取り外しが容易であるという観点から、仮設用鋼材4としては、本設用鋼材2よりも長さの短いH鋼、例えば高さが150mm、辺が150mm、長さが250mmのH鋼が用いられる。また、図5(a)及び図5(b)では、3個の本設用鋼材2の各々の上に、3個の仮設用鋼材4が1段積みされている状態を一例として示しているが、仮設用鋼材4は本設用鋼材2の各々の上に多段積みされていてもよい。仮設用鋼材4を多段積みすることで、冷凍機10を設置した後に形成されるデッキプレート106と冷凍機10との間に空間(スペース)を広くとることができる。 FIG. 5 is a schematic view showing a state after the temporary steel material is installed, FIG. 5 (a) is a perspective view, and FIG. 5 (b) is a view from the + Y direction side in FIG. 5 (a). It is a side view of. In FIG. 5A, the beam 104 and the deck plate 106 are not shown. The step S2 for installing the temporary steel material is a step of installing the temporary steel material 4 on the main steel material 2. In the step S2 of installing the temporary steel material, first, a plurality of temporary steel materials 4 are carried into the installation floor of the refrigerator 10 by the tower crane 100. The temporary steel material 4 can be carried in using, for example, a mesh basket. Subsequently, as shown in FIGS. 5 (a) and 5 (b), for example, a plurality of (for example, 9) temporary steel materials 4 are installed on the main steel material 2. By installing a plurality of temporary steel materials 4, the OS anti-vibration device 6 can be supported at multiple points, and the stability of the OS anti-vibration device 6 after installation is improved. The temporary steel material 4 is a steel material to be used temporarily, for example, after the installation of the refrigerator 10 including the low temperature cylinder 12 and the high temperature cylinder 14 is completed, and above the deck plate 106 on the installation floor of the refrigerator 10. It is removed after placing concrete in the room. Since the temporary steel material 4 is removed later in this way, from the viewpoint of easy removal, the temporary steel material 4 is an H steel having a shorter length than the main steel material 2, for example, a height of 150 mm and a side. H steel having a length of 150 mm and a length of 250 mm is used. Further, in FIGS. 5A and 5B, a state in which three temporary steel materials 4 are stacked in one stage on each of the three main steel materials 2 is shown as an example. However, the temporary steel material 4 may be stacked in multiple stages on each of the main steel materials 2. By stacking the temporary steel materials 4 in multiple stages, a wide space can be provided between the deck plate 106 formed after the refrigerator 10 is installed and the refrigerator 10.

図6はOS防振機器を設置した後の状態を示す概略図であり、図6(a)はOS防振機器を設置した後の斜視図であり、図6(b)は図6(a)における+Y方向の側から見たときの側面図である。なお、図6(a)においては、梁104及びデッキプレート106の図示を省略している。OS防振機器を設置する工程S3は、仮設用鋼材4の上に防振機器の一例であるOS防振機器6を設置する工程である。OS防振機器を設置する工程S3では、まず、タワークレーン100により、冷凍機10の設置階に、OS防振機器6を搬入する。続いて、例えば図6(a)及び図6(b)に示されるように、仮設用鋼材4の上にOS防振機器6を設置する。図7はOS防振機器を説明するための図であり、図7(a)は上方から見たときのOS防振機器を示し、図7(b)は図7(a)における一点鎖線7B−7Bにおいて切断したときのOS防振機器の断面を示す。OS防振機器6は、冷凍機10の振動を吸収する防振機器であり、図6(b)及び図7(b)に示されるように、上部架台7と、下部架台8と、吸振体9とを有する。上部架台7と下部架台8とは、吸振体9を介して接続されている。上部架台7は、図6(a)及び図7(a)に示されるように、本設用鋼材2と平行に設置される複数(例えば4個)の第1の鋼材7aと、本設用鋼材2と垂直に設置される複数(例えば5個)の第2の鋼材7bとを含む。第1の鋼材7a及び第2の鋼材7bは、例えばH鋼であってよい。第1の鋼材7aと第2の鋼材7bとは、予め溶接等により接合されている。下部架台8は、上部架台7と同様に、本設用鋼材2と平行に設置される複数の第1の鋼材8aと、本設用鋼材2と垂直に設置される複数の第2の鋼材8bとを含む。第1の鋼材8a及び第2の鋼材8bは、例えばH鋼であってよい。第1の鋼材8aと第2の鋼材8bとは、予め溶接等により接合されている。吸振体9は、図示しないコイルスプリング等を含み、コイルスプリングの弾性力によって上部架台7に加わる振動を吸収する。複数の第2の鋼材7b,8bの各々の一端は、図7(a)に示されるように、上方から見たときに複数の第1の鋼材7a,8aのうちの最外周に設置される鋼材から所定の長さLだけ突出するように設置されることが好ましい。所定の長さLは、例えば300mm〜500mmであってよい。この場合、図6(a)に示されるように、複数の第2の鋼材7b,8bの各々は、上方から見たときに本設用鋼材2からも突出する。なお、複数の第2の鋼材7b,8bの各々の一端は、上方から見たときに複数の第1の鋼材7a,8aのうちの最外周に設置される鋼材から突出することなく設置されていてもよい。 FIG. 6 is a schematic view showing a state after installing the OS anti-vibration device, FIG. 6 (a) is a perspective view after installing the OS anti-vibration device, and FIG. 6 (b) is FIG. 6 (a). It is a side view when viewed from the + Y direction side in). In FIG. 6A, the beam 104 and the deck plate 106 are not shown. The step S3 of installing the OS anti-vibration device is a step of installing the OS anti-vibration device 6 which is an example of the anti-vibration device on the temporary steel material 4. In the step S3 of installing the OS anti-vibration device, first, the OS anti-vibration device 6 is carried into the installation floor of the refrigerator 10 by the tower crane 100. Subsequently, for example, as shown in FIGS. 6 (a) and 6 (b), the OS anti-vibration device 6 is installed on the temporary steel material 4. FIG. 7 is a diagram for explaining the OS anti-vibration device, FIG. 7 (a) shows the OS anti-vibration device when viewed from above, and FIG. 7 (b) is the alternate long and short dash line 7B in FIG. 7 (a). The cross section of the OS vibration isolation device at the time of cutting at -7B is shown. The OS anti-vibration device 6 is an anti-vibration device that absorbs the vibration of the refrigerator 10, and as shown in FIGS. 6 (b) and 7 (b), the upper gantry 7, the lower gantry 8, and the vibration absorber Has 9 and. The upper pedestal 7 and the lower pedestal 8 are connected via a vibration absorbing body 9. As shown in FIGS. 6 (a) and 7 (a), the upper gantry 7 includes a plurality of (for example, four) first steel materials 7a installed in parallel with the main steel material 2 and the main steel material 7a. A plurality of (for example, five) second steel materials 7b installed perpendicular to the steel material 2 are included. The first steel material 7a and the second steel material 7b may be, for example, H steel. The first steel material 7a and the second steel material 7b are joined in advance by welding or the like. Like the upper pedestal 7, the lower pedestal 8 has a plurality of first steel materials 8a installed in parallel with the main steel material 2 and a plurality of second steel materials 8b installed perpendicularly to the main steel material 2. And include. The first steel material 8a and the second steel material 8b may be, for example, H steel. The first steel material 8a and the second steel material 8b are joined in advance by welding or the like. The vibration absorbing body 9 includes a coil spring and the like (not shown), and absorbs vibration applied to the upper gantry 7 by the elastic force of the coil spring. As shown in FIG. 7A, one end of each of the plurality of second steel materials 7b, 8b is installed on the outermost circumference of the plurality of first steel materials 7a, 8a when viewed from above. It is preferable that the steel material is installed so as to protrude by a predetermined length L from the steel material. The predetermined length L may be, for example, 300 mm to 500 mm. In this case, as shown in FIG. 6A, each of the plurality of second steel materials 7b and 8b also protrudes from the main steel material 2 when viewed from above. It should be noted that one end of each of the plurality of second steel materials 7b and 8b is installed without protruding from the steel material installed on the outermost circumference of the plurality of first steel materials 7a and 8a when viewed from above. You may.

図8は低温胴を設置した後の状態を示す概略図であり、図8(a)は斜視図であり、図8(b)は図8(a)における+Y方向の側から見たときの側面図である。なお、図8(a)においては、低温胴12の構成の詳細を省略して示している。また、図8(a)においては、梁104及びデッキプレート106の図示を省略している。低温胴を設置する工程S4は、OS防振機器6の上に冷凍機10の一部を構成する低温胴12を設置する工程である。低温胴を設置する工程S4では、まず、タワークレーン100により、冷凍機10の設置階に、低温胴12を搬入する。具体的には、タワークレーン100により、低温胴12を所望の設置場所よりも高い位置まで吊り上げ、所望の設置場所の真上から鉛直下方向に移動させて搬入する。続いて、例えば図8(a)及び図8(b)に示されるように、OS防振機器6の上に低温胴12を設置する。このように、低温胴12が梁104に直接設置されるのではなく、梁104の上に本設用鋼材2、仮設用鋼材4及びOS防振機器6を介して設置されている。これにより、デッキプレート106と低温胴12との間に空間(スペース)が形成されるので、低温胴12が設置された後であっても、作業者Pが低温胴12の下方に入って、デッキプレート106の上にコンクリートを打設することができる。なお、低温胴12は、冷凍機10を構成する蒸発器、吸収器等を含む。 FIG. 8 is a schematic view showing a state after the low temperature cylinder is installed, FIG. 8 (a) is a perspective view, and FIG. 8 (b) is a view from the + Y direction side in FIG. 8 (a). It is a side view. In FIG. 8A, the details of the configuration of the low temperature cylinder 12 are omitted. Further, in FIG. 8A, the beam 104 and the deck plate 106 are not shown. The step S4 of installing the low temperature cylinder is a step of installing the low temperature cylinder 12 forming a part of the refrigerator 10 on the OS vibration isolator 6. In the step S4 of installing the low temperature cylinder, first, the low temperature cylinder 12 is carried into the installation floor of the refrigerator 10 by the tower crane 100. Specifically, the tower crane 100 lifts the low-temperature cylinder 12 to a position higher than the desired installation location, and moves the low-temperature cylinder 12 vertically downward from directly above the desired installation location to carry it in. Subsequently, for example, as shown in FIGS. 8 (a) and 8 (b), the low temperature cylinder 12 is installed on the OS anti-vibration device 6. As described above, the low temperature cylinder 12 is not installed directly on the beam 104, but is installed on the beam 104 via the main steel material 2, the temporary steel material 4, and the OS vibration isolator 6. As a result, a space is formed between the deck plate 106 and the low temperature cylinder 12, so that the worker P enters below the low temperature cylinder 12 even after the low temperature cylinder 12 is installed. Concrete can be placed on the deck plate 106. The low temperature cylinder 12 includes an evaporator, an absorber, and the like that constitute the refrigerator 10.

図9は高温胴を設置した後の状態を示す概略図であり、図9(a)は斜視図であり、図9(b)は図9(a)における+Y方向の側から見たときの側面図である。なお、図9(a)においては、低温胴12及び高温胴14の構成の詳細を省略して示している。また、図9(a)においては、梁104及びデッキプレート106の図示を省略している。高温胴を設置する工程S5は、OS防振機器6の上に低温胴12と共に冷凍機10の一部を構成する高温胴14を設置する工程である。高温胴を設置する工程S5では、まず、タワークレーン100により、冷凍機10の設置階に、高温胴14を搬入する。具体的には、タワークレーン100により、高温胴14を所望の設置場所よりも高い位置まで吊り上げ、所望の設置場所の真上から鉛直下方向に移動させて搬入する。続いて、例えば図9(a)及び図9(b)に示されるように、OS防振機器6の上に高温胴14を設置する。このように、高温胴14が梁104に直接設置されるのではなく、梁104の上に本設用鋼材2、仮設用鋼材4及びOS防振機器6を介して設置されている。これにより、デッキプレート106と高温胴14との間に空間(スペース)が形成されるので、高温胴14が設置された後であっても、作業者Pが高温胴14の下方に入って、デッキプレート106の上にコンクリートを打設することができる。なお、高温胴14は、冷凍機10を構成する再生器、凝縮器等を含む。 FIG. 9 is a schematic view showing a state after the high temperature cylinder is installed, FIG. 9 (a) is a perspective view, and FIG. 9 (b) is a view from the + Y direction side in FIG. 9 (a). It is a side view. In FIG. 9A, the details of the configurations of the low temperature cylinder 12 and the high temperature cylinder 14 are omitted. Further, in FIG. 9A, the beam 104 and the deck plate 106 are not shown. The step S5 of installing the high temperature cylinder is a step of installing the high temperature cylinder 14 forming a part of the refrigerator 10 together with the low temperature cylinder 12 on the OS vibration isolator 6. In the step S5 of installing the high temperature cylinder, first, the high temperature cylinder 14 is carried into the installation floor of the refrigerator 10 by the tower crane 100. Specifically, the tower crane 100 lifts the high-temperature cylinder 14 to a position higher than the desired installation location, and moves the high-temperature cylinder 14 vertically downward from directly above the desired installation location to carry it in. Subsequently, for example, as shown in FIGS. 9 (a) and 9 (b), the high temperature cylinder 14 is installed on the OS vibration isolator 6. As described above, the high temperature cylinder 14 is not installed directly on the beam 104, but is installed on the beam 104 via the main steel material 2, the temporary steel material 4, and the OS vibration isolator 6. As a result, a space is formed between the deck plate 106 and the high temperature cylinder 14, so that the worker P can enter below the high temperature cylinder 14 even after the high temperature cylinder 14 is installed. Concrete can be placed on the deck plate 106. The high temperature cylinder 14 includes a regenerator, a condenser, and the like that constitute the refrigerator 10.

低温胴と高温胴とを接続する工程S6では、例えば図9(a)及び図9(b)に示されるように、OS防振機器6の上に設置された低温胴12と高温胴14とを接続する。 In the step S6 for connecting the low temperature cylinder and the high temperature cylinder, for example, as shown in FIGS. 9 (a) and 9 (b), the low temperature cylinder 12 and the high temperature cylinder 14 installed on the OS vibration isolator 6 To connect.

図10は仮設用鋼材を取り外した後の状態を示す概略図であり、図10(a)は斜視図であり、図10(b)は図10(a)における+Y方向の側から見たときの側面図である。なお、図10(a)においては、低温胴12及び高温胴14の構成の詳細を省略して示している。また、図10(a)においては、梁104及びデッキプレート106の図示を省略している。仮設用鋼材を取り外す工程S7は、冷凍機10を設置した後に仮設用鋼材4を取り外す工程である。仮設用鋼材を取り外す工程S7は、例えば冷凍機10の設置階のデッキプレート106の上にコンクリート108を打設した後に行われる。仮設用鋼材を取り外す工程S7では、例えば図10(a)及び図10(b)に示されるように、OS防振機器6の下部架台8に突出した部分がある場合には、突出した部分の下面をジャッキで支持した状態で、容易に仮設用鋼材4を取り外すことができる。これにより、本設用鋼材2の上にOS防振機器6及び冷凍機10が設置される。仮設用鋼材4が取り外されることで、冷凍機10と上側の階の梁との間に十分なスペースができる。この冷凍機10と上側の階の梁との間のスペースは、上側の階の梁の耐火被覆のスペースとなる。つまり、仮設用鋼材4は、冷凍機10の上側に耐火被覆のためのスペースを形成するために、取り外される。 FIG. 10 is a schematic view showing a state after the temporary steel material is removed, FIG. 10 (a) is a perspective view, and FIG. 10 (b) is a view from the + Y direction side in FIG. 10 (a). It is a side view of. In FIG. 10A, the details of the configurations of the low temperature cylinder 12 and the high temperature cylinder 14 are omitted. Further, in FIG. 10A, the beam 104 and the deck plate 106 are not shown. The step S7 for removing the temporary steel material is a step of removing the temporary steel material 4 after installing the refrigerator 10. The step S7 for removing the temporary steel material is performed, for example, after placing concrete 108 on the deck plate 106 on the installation floor of the refrigerator 10. In the step S7 of removing the temporary steel material, for example, as shown in FIGS. 10A and 10B, if there is a protruding portion in the lower frame 8 of the OS anti-vibration device 6, the protruding portion is used. The temporary steel material 4 can be easily removed while the lower surface is supported by the jack. As a result, the OS vibration isolator 6 and the refrigerator 10 are installed on the main steel material 2. By removing the temporary steel material 4, a sufficient space is created between the refrigerator 10 and the beam on the upper floor. The space between the refrigerator 10 and the beam on the upper floor is a space for the fireproof coating of the beam on the upper floor. That is, the temporary steel material 4 is removed in order to form a space for the fireproof coating on the upper side of the refrigerator 10.

以上の工程により、鉄骨建方中に所望の設置場所に冷凍機10を搬入し、設置することができる。なお、本実施形態では、低温胴12と高温胴14とを接続した後に仮設用鋼材4を取り外す場合を例に挙げて説明したが、低温胴12と高温胴14とを接続する前に仮設用鋼材4を取り外してもよい。また、本実施形態では、工程ごとにタワークレーン100により冷凍機10の設置階に部材を搬入する場合を例に挙げて説明したが、冷凍機10の設置階に部材を搬入するタイミングはこれに限定されない。例えば、タワークレーン100により、冷凍機10の設置階にすべての部材(本設用鋼材2、仮設用鋼材4、OS防振機器6、低温胴12、及び高温胴14)を搬入した後、これらの部材をこの順番で設置してもよい。 Through the above steps, the refrigerator 10 can be carried in and installed at a desired installation location during the construction of the steel frame. In the present embodiment, the case where the temporary steel material 4 is removed after connecting the low temperature cylinder 12 and the high temperature cylinder 14 has been described as an example, but for temporary construction before connecting the low temperature cylinder 12 and the high temperature cylinder 14. The steel material 4 may be removed. Further, in the present embodiment, the case where the members are carried into the installation floor of the refrigerator 10 by the tower crane 100 for each process has been described as an example, but the timing of carrying the members to the installation floor of the refrigerator 10 is the same. Not limited. For example, after all the members (main installation steel material 2, temporary steel material 4, OS vibration isolator 6, low temperature cylinder 12, and high temperature cylinder 14) are carried into the installation floor of the refrigerator 10 by the tower crane 100, these Members may be installed in this order.

以上に説明したように、本発明の実施形態に係る冷凍機10の先行揚重方法では、鉄骨建方中に、冷凍機10を所望の設置場所に搬入し、設置する。これにより、鉄骨建方の後に冷凍機10を搬入し、設置する場合と比較して、工期を大幅に短縮することができる。 As described above, in the advance lifting method of the refrigerator 10 according to the embodiment of the present invention, the refrigerator 10 is carried into a desired installation place and installed during the steel frame construction. As a result, the construction period can be significantly shortened as compared with the case where the refrigerator 10 is carried in and installed after the steel frame construction.

また、本発明の実施形態に係る冷凍機10の先行揚重方法では、梁104と冷凍機10との間に仮設用鋼材4を設置した状態で、冷凍機10を搬入し、設置する。これにより、デッキプレート106と低温胴12との間に空間が形成されるので、梁104の上に冷凍機10が設置された後であっても、作業者Pが冷凍機10の下方に入って、デッキプレート106の上にコンクリートを打設することができる。 Further, in the advance lifting method of the refrigerator 10 according to the embodiment of the present invention, the refrigerator 10 is carried in and installed with the temporary steel material 4 installed between the beam 104 and the refrigerator 10. As a result, a space is formed between the deck plate 106 and the low temperature cylinder 12, so that the worker P enters below the refrigerator 10 even after the refrigerator 10 is installed on the beam 104. The concrete can be placed on the deck plate 106.

また、本発明の実施形態に係る冷凍機10の先行揚重方法では、複数の第2の鋼材7b,8bが、上方から見たときに複数の第1の鋼材7a,8aのうちの最外周に設置される鋼材から所定の長さLだけ突出するように設置されている。これにより、冷凍機10を設置した後、仮設用鋼材4をジャッキアップして容易に取り外すことができる。 Further, in the method of prior lifting of the refrigerator 10 according to the embodiment of the present invention, the plurality of second steel materials 7b, 8b are the outermost circumferences of the plurality of first steel materials 7a, 8a when viewed from above. It is installed so as to protrude by a predetermined length L from the steel material installed in. As a result, after installing the refrigerator 10, the temporary steel material 4 can be jacked up and easily removed.

以上、本発明を実施するための形態について説明したが、上記内容は、発明の内容を限定するものではなく、本発明の範囲内で種々の変形及び改良が可能である。 Although the embodiment for carrying out the present invention has been described above, the above contents do not limit the contents of the invention, and various modifications and improvements can be made within the scope of the present invention.

2 本設用鋼材
4 仮設用鋼材
6 OS防振機器
7 上部架台
8 下部架台
9 吸振体
10 冷凍機
12 低温胴
14 高温胴
100 タワークレーン
104 梁
106 デッキプレート
108 コンクリート
2 Steel for main installation 4 Steel for temporary construction 6 OS anti-vibration equipment 7 Upper pedestal 8 Lower pedestal 9 Vibration absorber 10 Refrigerator 12 Low temperature cylinder 14 High temperature cylinder 100 Tower crane 104 Beam 106 Deck plate 108 Concrete

Claims (6)

鉄骨建方中に冷凍機を揚重する先行揚重方法であって、
梁の上に本設用鋼材を設置する工程と、
前記本設用鋼材の上に仮設用鋼材を設置する工程と、
前記仮設用鋼材の上に防振機器を設置する工程と、
前記防振機器の上に冷凍機を設置する工程と、
前記冷凍機を設置した後に前記仮設用鋼材を取り外す工程と、
を有する、
冷凍機の先行揚重方法。
It is a preliminary lifting method in which the refrigerator is lifted during the construction of the steel frame.
The process of installing the main steel material on the beam and
The process of installing the temporary steel material on the main steel material and
The process of installing anti-vibration equipment on the temporary steel material and
The process of installing the refrigerator on the anti-vibration equipment and
The process of removing the temporary steel material after installing the refrigerator, and
Have,
Preliminary lifting method for refrigerators.
前記冷凍機を設置する工程は、前記冷凍機の設置場所の真上から鉛直下方向に前記冷凍機を移動させて搬入する工程を含む、
請求項1に記載の冷凍機の先行揚重方法。
The step of installing the refrigerator includes a step of moving the refrigerator vertically downward from directly above the installation location of the refrigerator and carrying it in.
The method for pre-lifting a refrigerator according to claim 1.
前記冷凍機を設置する工程は、低温胴を設置する工程と、高温胴を設置する工程と、前記低温胴と前記高温胴とを接続する工程と、を含む、
請求項1又は2に記載の冷凍機の先行揚重方法。
The step of installing the refrigerator includes a step of installing a low temperature cylinder, a step of installing a high temperature cylinder, and a step of connecting the low temperature cylinder and the high temperature cylinder.
The method for pre-lifting a refrigerator according to claim 1 or 2.
前記仮設用鋼材を取り外す工程は、前記冷凍機の設置階のデッキプレートの上にコンクリートを打設した後に行われる、
請求項1乃至3のいずれか一項に記載の冷凍機の先行揚重方法。
The step of removing the temporary steel material is performed after placing concrete on the deck plate on the floor where the refrigerator is installed.
The method for pre-lifting a refrigerator according to any one of claims 1 to 3.
前記冷凍機は、複数の梁に跨って設置される、
請求項1乃至4のいずれか一項に記載の冷凍機の先行揚重方法。
The refrigerator is installed across a plurality of beams.
The method for pre-lifting a refrigerator according to any one of claims 1 to 4.
前記防振機器は、上部架台と、下部架台と、前記上部架台と前記下部架台との間に設けられた吸振体とを有し、
前記下部架台は、前記本設用鋼材と平行に設置された複数の第1の鋼材と、前記本設用鋼材と垂直に設置された複数の第2の鋼材とを含み、
前記複数の第2の鋼材の各々の一端は、上方から見たときに前記第1の鋼材のうちの最外周に設置される鋼材から突出するように設置されている、
請求項1乃至5のいずれか一項に記載の冷凍機の先行揚重方法。
The anti-vibration device has an upper pedestal, a lower pedestal, and a vibration absorbing body provided between the upper pedestal and the lower pedestal.
The lower pedestal includes a plurality of first steel materials installed in parallel with the main steel material and a plurality of second steel materials installed perpendicular to the main steel material.
One end of each of the plurality of second steel materials is installed so as to protrude from the steel material installed on the outermost circumference of the first steel material when viewed from above.
The method for pre-lifting a refrigerator according to any one of claims 1 to 5.
JP2017144665A 2017-07-26 2017-07-26 Preliminary lifting method for refrigerators Active JP6897934B2 (en)

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