JP5371367B2 - Manufacturing method of escalator frame - Google Patents

Manufacturing method of escalator frame Download PDF

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JP5371367B2
JP5371367B2 JP2008272095A JP2008272095A JP5371367B2 JP 5371367 B2 JP5371367 B2 JP 5371367B2 JP 2008272095 A JP2008272095 A JP 2008272095A JP 2008272095 A JP2008272095 A JP 2008272095A JP 5371367 B2 JP5371367 B2 JP 5371367B2
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escalator frame
notch
manufacturing
shaped cross
steel
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JP2010100380A (en
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宣孝 堀江
哲也 黒沢
耕介 藤田
和剛 甲斐
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Hitachi Ltd
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Hitachi Ltd
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Abstract

The invention provides a manufacturing method for escalator frame which not only can ensure the needed strength, not also has convenient manufacturing process and high precision. A manufacturing method for escalator frame is provided, wherein the escalator frame is disposed in a manner of crossing the upper storey and the lower storey, and composed of a plurality of section steel. In the manufacturing process of the escalator frame, a constructing edge (10b) of the section steel is reserved, consecutive cut-outs (11) are formed on the other constructing edges (10a), and the cut-outs (11) are formed into the corner portion intersecting with the reserved constructing edge (10b), then subject to the bending machining with determined angle subsequently. Thereafter, a bending point is formed by at least welding the bevel section.

Description

本発明は、複数の型鋼が組み合わされて形成されるエスカレータ枠の製造方法に関する。   The present invention relates to a method for manufacturing an escalator frame formed by combining a plurality of steel shapes.

上階床と下階床との間に跨って架設されるエスカレータ枠は、複数の型鋼が組み合わされ、いわゆるトラス構造により形成される。このようなエスカレータ枠には、上階床と平行となる上部平行部、下階床と平行となる下部平行部、および上部平行部と下部平行部とを結ぶ傾斜部とを有するとともに、上部平行部と傾斜部とが交わる位置、および下部平行部と傾斜部とが交わる位置には所定角度の折点が形成される。   The escalator frame constructed between the upper floor and the lower floor is formed by a so-called truss structure by combining a plurality of steel shapes. Such an escalator frame has an upper parallel portion parallel to the upper floor, a lower parallel portion parallel to the lower floor, and an inclined portion connecting the upper parallel portion and the lower parallel portion, and an upper parallel portion. A break point having a predetermined angle is formed at a position where the portion and the inclined portion intersect, and a position where the lower parallel portion and the inclined portion intersect.

図12は従来のエスカレータ枠の製造方法を示す斜視図、図13は図12に示すエスカレータ枠の要部断面図、図14は他の従来のスカレータ枠の製造方法を示す側面図である。 Figure 12 is a perspective view showing a method of manufacturing a conventional escalator frame, FIG 13 is a fragmentary sectional view of the escalator frame shown in FIG. 12, FIG. 14 is a side view showing another conventional method for manufacturing a d Sukareta frame.

従来、前述した折点を形成する方法として、図12および図13に示すように、型鋼、例えばL字状の断面形状を有する山形鋼40の1つの構成辺の途中まで切込み41を入れ、次いで、所定の角度に曲げ加工を施し、この後、溶接を行ない折点を形成するものや、図14に示すように、所定の角度の切り口を有する複数の型鋼51〜55を突合せ、次いで、溶接を行い折点を形成するものがある。   Conventionally, as a method of forming the above-described break point, as shown in FIG. 12 and FIG. 13, a cut 41 is made halfway along one component side of a steel plate, for example, an angle steel 40 having an L-shaped cross section, Then, bending is performed at a predetermined angle, and after that, welding is performed to form a break point, as shown in FIG. 14, a plurality of steel plates 51 to 55 having a predetermined angle of cut are butted, and then welded There is one that forms a break point.

しかしながら、前述した従来の前者のものでは、L字状の断面形状を有する山形鋼の1つの構成辺の途中までしか切込みが入っておらず、残された1つの構成辺および板厚が均一ではない隅角部に圧力を加えて曲げ加工する必要があることから、捩れが生じ、高精度の曲げ加工が難しいという問題があった。また、突合せ構造の後者のものでは、溶接量が多いことから熱変形が大きくなり、精度が低下するといった問題があった。   However, in the former former described above, only one half of the constituent side of the angle steel having the L-shaped cross section is cut, and the remaining one constituent side and the plate thickness are not uniform. Since it is necessary to apply pressure to the corners that do not exist, bending occurs, and there is a problem that high-precision bending is difficult. Further, in the latter case of the butt structure, there is a problem that the amount of welding is large, so that thermal deformation becomes large and accuracy is lowered.

本発明は、前述した従来技術における実状からなされたもので、その目的は、必要な強度を確保しつつ、製作が容易で、かつ高精度のエスカレータ枠の製造方法を提供することにある。   The present invention has been made from the above-described prior art, and an object of the present invention is to provide a manufacturing method of an escalator frame that is easy to manufacture and highly accurate while ensuring the necessary strength.

前記目的を達成するために、本発明の請求項1に係る発明は、上階床と下階床との間に跨って架設され、複数の型鋼が組み合わされて形成されるエスカレータ枠の製造方法において、前記型鋼の1つの構成辺を残し他の構成辺に連続して形成されるとともに、残された前記1つの構成辺と交わる隅角部を含んで形成される切込みを設け、次いで、所定の角度に曲げ加工を施し、この後、少なくとも開先部に溶接を行ない折点を形成することを特徴としている。 In order to achieve the above-mentioned object, the invention according to claim 1 of the present invention is a method for manufacturing an escalator frame that is laid across an upper floor and a lower floor and is formed by combining a plurality of steel shapes. in, while being continuously formed in other configurations sides leaving one arrangement side of the mold steel, provided with a notch that is formed to include a corner intersecting the remaining said one configuration sides, then, predetermined It is characterized in that bending is performed at an angle of, and thereafter, at least a groove portion is welded to form a break point.

本発明の請求項1に係る発明では、切込みを型鋼の1つの構成辺を残し他の構成辺に連続して形成するとともに、この切込みは残された1つの構成辺と交わる隅角部を含んで形成される。これによって、型鋼の1つの構成辺、すなわち板厚が均一となる平板部分のみを曲げればよく、容易、かつ高精度で曲げ加工を行なうことができる。一方、曲げ加工による型鋼の角度変化で必然的に開先部が形成され、この開先部に溶接を行なうことで強度を高め、比較的少ない溶接量でエスカレータ枠として必要な強度を確保することもできる。   In the invention according to claim 1 of the present invention, the incision is formed continuously with the other constituent sides while leaving one constituent side of the steel plate, and the notch includes a corner portion intersecting with the remaining one constituent side. Formed with. As a result, it is sufficient to bend only one component side of the steel plate, that is, a flat plate portion having a uniform plate thickness, and bending can be performed easily and with high accuracy. On the other hand, a groove part is inevitably formed by the change in the angle of the die steel due to bending, and the strength is increased by welding to this groove part, and the necessary strength as an escalator frame is secured with a relatively small amount of welding. You can also.

また、本発明の請求項2に係る発明は、前記型鋼に略I字状の断面形状を有する前記切込みを設け、該切込みを設けた前記型鋼の接合部が内角となるように前記所定の角度に曲げ加工を施すことにより、前記折点を形成することを特徴としている。 In the invention according to claim 2 of the present invention, the die steel is provided with the notch having a substantially I-shaped cross section, and the predetermined angle is set so that a joint portion of the die steel provided with the notch is an internal angle. The folding point is formed by bending the material.

本発明の請求項2に係る発明では、型鋼に略I字状の断面形状を有する切込みを入れることで、接合部を内角とした折点を形成することができる。   In the invention according to claim 2 of the present invention, a break having the joint portion as an inner corner can be formed by making a cut having a substantially I-shaped cross-sectional shape in the steel plate.

さらに、本発明の請求項3に係る発明は、前記型鋼に略V字状の断面形状を有する前記切込みを設け、該切込みを設けた前記型鋼の接合部が外角となるように前記所定の角度に曲げ加工を施すことにより、前記折点を形成することを特徴としている。 Furthermore, the invention according to claim 3 of the present invention is characterized in that the die steel is provided with the notch having a substantially V-shaped cross-sectional shape, and the predetermined angle is set so that a joint portion of the die steel provided with the notch has an outer angle. The folding point is formed by bending the material.

本発明の請求項3に係る発明では、型鋼に略V字状の断面形状を有する切込みを入れることで、接合部を外角とした折点を形成することができる。   In the invention which concerns on Claim 3 of this invention, the break point which made the junction part the outer corner can be formed by putting the notch which has a substantially V-shaped cross-sectional shape in a shape steel.

さらにまた、本発明の請求項4に係る発明は、接合部を内角とした前記折点に、三角板を溶着することを特徴としている。   Furthermore, the invention according to claim 4 of the present invention is characterized in that a triangular plate is welded to the folding point with the joint portion as an inner corner.

本発明の請求項4に係る発明では、略I字状の断面形状を有する切込みを設け、接合部を内角とした折点を形成したときに生じる三角形状の空隙に三角板を溶着することで強度を高めることができる。   In the invention according to claim 4 of the present invention, a strength is obtained by providing a notch having a substantially I-shaped cross-sectional shape and welding a triangular plate in a triangular gap generated when forming a fold having the joint as an inner corner. Can be increased.

また、本発明の請求項5に係る発明は、上階床と下階床との間に跨って架設され、複数の型鋼が組み合わされて形成されるエスカレータ枠の製造方法において、前記型鋼の1つの構成辺を残し他の構成辺に連続して形成されるとともに、残された前記1つの構成辺と交わる隅角部を含んで形成され、略I字状の断面形状を有する切込みおよび略V字状の断面形状を有する切込みをそれぞれ設け、次いで、略I字状の断面形状を有する切込み部にあって、前記略I字状の断面形状を有する切込みを設けた前記型鋼の接合部が内角となるように所定の角度に曲げ加工を施し、かつ、略V字状の断面形状を有する切込み部にあって、前記略V字状の断面形状を有する切込みを設けた前記型鋼の接合部が外角となるように所定の角度に曲げ加工を施し、この後、少なくとも開先部に溶接を行ない折点を形成することを特徴としている。 The invention according to claim 5 of the present invention is an escalator frame manufacturing method in which a plurality of mold steels are combined and formed between an upper floor and a lower floor. one of while being configured continuously sides to other configurations sides leaving formation, formed to include a corner intersecting the remaining said one configuration sides, cut and substantially V has a substantially I-shaped cross section A cut having a letter-shaped cross-sectional shape is provided, and then a joint portion of the die steel having a cut having a substantially I-shaped cross-sectional shape is provided at an inner angle. And a bending portion at a predetermined angle and having a substantially V-shaped cross-sectional shape, wherein the die steel joint provided with the substantially V-shaped cross-sectional shape is provided. Bend to a predetermined angle so that it is the outside angle Thereafter, it is characterized in that to form a corner subjected to welding at least groove portions.

本発明の請求項5に係る発明では、略I字状の断面形状を有する切込みおよび略V字状の断面形状を有する切込みを型鋼の1つの構成辺を残し他の構成辺に連続して形成するとともに、これらの切込みは残された1つの構成辺と交わる隅角部を含んで形成される。これによって、型鋼の1つの構成辺、すなわち板厚が均一となる平板部分のみを曲げればよく、容易、かつ高精度で曲げ加工を行なうことができる。また、型鋼に略I字状の断面形状を有する切込みを入れることで、接合部を内角とした折点を形成するとともに、型鋼に略V字状の断面形状を有する切込みを入れることで、接合部を外角とした折点を形成し、これによって、上階床と平行となる上部平行部、下階床と平行となる下部平行部、および上部平行部と下部平行部とを結ぶ傾斜部とを有するエスカレータ枠を形成することができる。さらに、曲げ加工による型鋼の角度変化で必然的に開先部が形成され、この開先部に溶接を行なうことで強度を高め、比較的少ない溶接量でエスカレータ枠として必要な強度を確保することもできる。   In the invention according to claim 5 of the present invention, a notch having a substantially I-shaped cross-sectional shape and a notch having a substantially V-shaped cross-sectional shape are continuously formed on the other constituting sides while leaving one constituting side of the die steel. In addition, these cuts are formed so as to include a corner portion intersecting with one remaining component side. As a result, it is sufficient to bend only one component side of the steel plate, that is, a flat plate portion having a uniform plate thickness, and bending can be performed easily and with high accuracy. In addition, by forming a cut having a substantially I-shaped cross-sectional shape in the steel mold, forming a break point with the joint as an inner corner, and by making a cut having a substantially V-shaped cross-sectional shape in the steel mold, Forming a folding point with the outer corner as an outer corner, thereby, an upper parallel part parallel to the upper floor, a lower parallel part parallel to the lower floor, and an inclined part connecting the upper parallel part and the lower parallel part It is possible to form an escalator frame having Furthermore, a groove part is inevitably formed by the change in the angle of the die steel due to bending, and the strength is increased by welding to this groove part, and the necessary strength as an escalator frame is secured with a relatively small amount of welding. You can also.

本発明によれば、容易、かつ高精度の曲げ加工が可能となるとともに、溶接量を比較的少なくすることができ、これによって、高精度のエスカレータ枠を実現することができる。   According to the present invention, easy and highly accurate bending can be performed, and the amount of welding can be relatively reduced, whereby a highly accurate escalator frame can be realized.

以下、本発明に係るエスカレータ枠の製造方法の実施の形態を図に基づいて説明する。   Hereinafter, an embodiment of a method for manufacturing an escalator frame according to the present invention will be described with reference to the drawings.

図1は本発明に係るエスカレータ枠の製造方法の第1の実施形態であり、略I字状の断面形状を有する切込みを設けた状態を示す斜視図、図2は図1のエスカレータ枠に接合部を内角とした曲げ加工を施した状態を示す斜視図、図3は略V字状の断面形状を有する切込みを設けた状態を示す斜視図、図4は図3のエスカレータ枠に接合部を外角とした曲げ加工を施した状態を示す斜視図、図5はエスカレータ枠に設けられる切込みの状態を示す縦断面図、図6は本発明が適用されるエスカレータ枠の概略全体図、図7はエスカレータ枠の概略要部拡大図、図8は接合部を内角とした曲げ加工を施した際に形成される開先部を示す側面図、図9は接合部を外角とした曲げ加工を施した際に形成される開先部を示す側面図である。   FIG. 1 is a perspective view showing a first embodiment of a method for manufacturing an escalator frame according to the present invention, in which a cut having a substantially I-shaped cross section is provided, and FIG. 2 is joined to the escalator frame of FIG. FIG. 3 is a perspective view showing a state in which a cut having a substantially V-shaped cross-sectional shape is provided, and FIG. 4 is a perspective view showing a joint portion on the escalator frame of FIG. FIG. 5 is a longitudinal sectional view showing a state of cutting provided in the escalator frame, FIG. 6 is a schematic overall view of the escalator frame to which the present invention is applied, and FIG. FIG. 8 is a side view showing a groove portion formed when bending is performed with the joint as an inner angle, and FIG. 9 is bending with the joint as an outer angle. It is a side view which shows the groove part formed in the case.

エスカレータ枠1は、図6に示すように、複数の型鋼が組み合わされ、いわゆるトラス構造により形成される。このようなエスカレータ枠1には、上階床と平行となる上部平行部2、下階床と平行となる下部平行部3、および上部平行部1と下部平行部3とを結ぶ傾斜部4とを有するとともに、上部平行部2と傾斜部4とが交わる位置、および下部平行部3と傾斜部4とが交わる位置には所定角度の折点A、B、C、Dが形成される。なお、この実施形態では、図5に示すように、高さ寸法125mmの第1の構成辺10a、幅寸法75mmの第2の構成辺10bからなるL字状の断面形状を有する山形鋼10を用いてエスカレータ枠1が形成されるものとする。   As shown in FIG. 6, the escalator frame 1 is formed of a so-called truss structure in which a plurality of mold steels are combined. Such an escalator frame 1 includes an upper parallel part 2 parallel to the upper floor, a lower parallel part 3 parallel to the lower floor, and an inclined part 4 connecting the upper parallel part 1 and the lower parallel part 3. In addition, folding points A, B, C, and D having predetermined angles are formed at positions where the upper parallel portion 2 and the inclined portion 4 intersect and at positions where the lower parallel portion 3 and the inclined portion 4 intersect. In this embodiment, as shown in FIG. 5, an angle steel 10 having an L-shaped cross-section composed of a first component side 10 a having a height dimension of 125 mm and a second component side 10 b having a width dimension of 75 mm is used. It is assumed that the escalator frame 1 is formed.

そして、第1の実施形態のものでは、折点Aおよび折点Cを形成する場合、図1に示すように、山形鋼10に略I字状の断面形状を有する切込み11を入れる。この切込み11は、図5に示すように、高さ寸法125mmを有する第1の構成辺10aの全長に亘り形成されるとともに、幅寸法75mmを有する第2の構成辺10bのうち、例えば25mmの幅寸法に亘って形成される。これにより、切込み11は隅角部R1を含んで形成されることとなる。次いで、図2に示すように、切込み11を設けた山形鋼10の接合部が内角となるようにして所定の角度に曲げ加工を施す。この後、図8に示すように、曲げ加工による型鋼の角度変化で必然的に形成される開先部12を含む要部を溶接するとともに、図7に示すように、接合部を内角とした折点を形成したときに生じる三角形状の空隙に三角板13を溶着し、接合部を内角とした折点Aおよび折点Cを形成する。   In the case of the first embodiment, when the break point A and the break point C are formed, a notch 11 having a substantially I-shaped cross-sectional shape is made in the angle steel 10 as shown in FIG. As shown in FIG. 5, the notch 11 is formed over the entire length of the first component side 10a having a height dimension of 125 mm, and for example, 25 mm of the second component side 10b having a width dimension of 75 mm. It is formed over the width dimension. Thus, the cut 11 is formed including the corner portion R1. Next, as shown in FIG. 2, bending is performed at a predetermined angle so that the joint portion of the angle steel 10 provided with the cuts 11 becomes an internal angle. After that, as shown in FIG. 8, the main part including the groove portion 12 that is inevitably formed by a change in the angle of the steel plate by bending is welded, and as shown in FIG. The triangular plate 13 is welded to the triangular gap generated when the break point is formed, and the break point A and the break point C with the joint portion as the inner corner are formed.

一方、折点Bおよび折点Dを形成する場合、図3に示すように、山形鋼10に略V字状の断面形状を有する切込み14を入れる。この切込み14は前述したものと同様、高さ寸法125mmを有する第1の構成辺10aの全長に亘り形成されるとともに、幅寸法75mmを有する第2の構成辺10bのうち、例えば25mmの幅寸法に亘って形成される。これにより、切込み14は隅角部R1を含んで形成されることとなる。次いで、図4に示すように、切込み14を設けた山形鋼10の接合部が外角となるようにして所定の角度に曲げ加工を施す。この後、図9に示すように、曲げ加工による型鋼の角度変化で必然的に形成される開先部15を含む要部を溶接し、接合部を外角とした折点Bおよび折点Dを形成する。   On the other hand, when forming the break point B and the break point D, as shown in FIG. 3, a cut 14 having a substantially V-shaped cross-sectional shape is made in the angle steel 10. The notch 14 is formed over the entire length of the first component side 10a having a height dimension of 125 mm, and the width dimension of 25 mm, for example, of the second component side 10b having a width dimension of 75 mm, as described above. It is formed over. Thereby, the cut 14 is formed including the corner portion R1. Next, as shown in FIG. 4, bending is performed at a predetermined angle so that the joint portion of the angle steel 10 provided with the cuts 14 becomes an outer angle. After that, as shown in FIG. 9, the main part including the groove part 15 which is inevitably formed by the change in the angle of the die steel by bending is welded, and the break points B and D with the joint part as the outer corner are formed. Form.

第1の実施形態によれば、型鋼の1つの構成辺、すなわち板厚が均一となる平板部分のみを曲げればよく、容易、かつ高精度で曲げ加工を行なうことができる。また、曲げ加工による型鋼の角度変化で必然的に開先部12、15が形成され、この部位に溶接を行なうことで強度を高め、比較的少ない溶接量でエスカレータ枠1として必要な強度を確保することもできる。このように、容易、かつ高精度の曲げ加工が可能となるとともに、溶接量を比較的少なくすることができ、これによって、高精度のエスカレータ枠1を実現することができる。   According to the first embodiment, it is only necessary to bend only one component side of the steel plate, that is, a flat plate portion having a uniform plate thickness, and bending can be performed easily and with high accuracy. In addition, the groove portions 12 and 15 are inevitably formed by the change in the angle of the die steel due to bending, and the strength is increased by performing welding on these portions, and the necessary strength as the escalator frame 1 is secured with a relatively small welding amount. You can also Thus, easy and highly accurate bending can be performed, and the amount of welding can be relatively reduced, whereby the highly accurate escalator frame 1 can be realized.

図10は本発明に係るエスカレータ枠の製造方法の第2の実施形態を示す斜視図である。   FIG. 10 is a perspective view showing a second embodiment of the method for manufacturing an escalator frame according to the present invention.

第2の実施形態は、図10に示すように、第1の構成辺20a、第2の構成辺20b、第3の構成辺20c、および第4の構成辺20dからなる口字状の断面形状を有する角鋼20を用いてエスカレータ枠が形成されるものである。この場合、第2の構成辺20bを残し他の構成辺、すなわち、第1の構成辺20a、第3の構成辺20c、および第4の構成辺20dに連続して形成されるとともに、第2の構成辺20bと交わる隅角部R2、R3を含んで形成される切込み21を設け、次いで、所定の角度に曲げ加工を施し、この後、少なくとも開先部に溶接を行ない折点を形成する。   In the second embodiment, as shown in FIG. 10, a cross-sectional shape in the form of a letter consisting of a first component side 20a, a second component side 20b, a third component side 20c, and a fourth component side 20d. An escalator frame is formed using the square steel 20 having the following. In this case, the second component side 20b is left and other component sides, that is, the first component side 20a, the third component side 20c, and the fourth component side 20d are formed continuously. A cut 21 formed including the corners R2 and R3 intersecting with the side 20b is provided, then bending is performed at a predetermined angle, and then welding is performed at least on the groove to form a break point. .

図11は本発明に係るエスカレータ枠の製造方法の第3の実施形態を示す斜視図である。   FIG. 11 is a perspective view showing a third embodiment of the method for manufacturing an escalator frame according to the present invention.

第3の実施形態は、図11に示すように、第1の構成辺30a、第2の構成辺30b、および第3の構成辺30cからなるコ字状の断面形状を有する溝型鋼30を用いてエスカレータ枠が形成されるものである。この場合、第2の構成辺30bを残し他の構成辺、すなわち、第1の構成辺20aおよび第3の構成辺20cに連続して形成されるとともに、第2の構成辺20bと交わる隅角部R4を含んで形成される切込み31を設け、次いで、所定の角度に曲げ加工を施し、この後、少なくとも開先部に溶接を行ない折点を形成する。   In the third embodiment, as shown in FIG. 11, a grooved steel 30 having a U-shaped cross-sectional shape including a first component side 30a, a second component side 30b, and a third component side 30c is used. Thus, an escalator frame is formed. In this case, the second component side 30b is left and the other component sides, that is, the corners that are formed continuously with the first component side 20a and the third component side 20c and intersect with the second component side 20b. The notch 31 formed including the portion R4 is provided, and then bending is performed at a predetermined angle, and thereafter, at least the groove portion is welded to form a break point.

本発明に係るエスカレータ枠の製造方法の第1の実施形態であり、略I字状の断面形状を有する切込みを設けた状態を示す斜視図である。It is 1st Embodiment of the manufacturing method of the escalator frame which concerns on this invention, and is a perspective view which shows the state which provided the notch which has a substantially I-shaped cross-sectional shape. 図1のエスカレータ枠に接合部を内角とした曲げ加工を施した状態を示す斜視図である。It is a perspective view which shows the state which performed the bending process which made the junction part the inner angle to the escalator frame of FIG. 略V字状の断面形状を有する切込みを設けた状態を示す斜視図である。It is a perspective view which shows the state which provided the notch which has a substantially V-shaped cross-sectional shape. 図3のエスカレータ枠に接合部を外角とした曲げ加工を施した状態を示す斜視図である。It is a perspective view which shows the state which performed the bending process which made the junction part the outer angle to the escalator frame of FIG. エスカレータ枠に設けられる切込みの状態を示す縦断面図である。It is a longitudinal cross-sectional view which shows the state of the notch | incision provided in an escalator frame. 本発明が適用されるエスカレータ枠の概略全体図である。1 is a schematic overall view of an escalator frame to which the present invention is applied. エスカレータ枠の概略要部拡大図である。It is a general | schematic principal part enlarged view of an escalator frame. 接合部を内角とした曲げ加工を施した際に形成される開先部を示す側面図である。It is a side view which shows the groove part formed when the bending process which made the junction part the inner angle was performed. 接合部を外角とした曲げ加工を施した際に形成される開先部を示す側面図である。It is a side view which shows the groove part formed when the bending process which made the junction part the outer angle was performed. 本発明に係るエスカレータ枠の製造方法の第2の実施形態を示す斜視図である。It is a perspective view which shows 2nd Embodiment of the manufacturing method of the escalator frame which concerns on this invention. 本発明に係るエスカレータ枠の製造方法の第3の実施形態を示す斜視図であるIt is a perspective view which shows 3rd Embodiment of the manufacturing method of the escalator frame which concerns on this invention. 従来のエスカレータ枠の製造方法を示す斜視図である。It is a perspective view which shows the manufacturing method of the conventional escalator frame. 図12に示すエスカレータ枠の要部断面図である。It is principal part sectional drawing of the escalator frame shown in FIG. 他の従来のスカレータ枠の製造方法を示す側面図である。It is a side view which shows the manufacturing method of the other conventional escalator frame.

符号の説明Explanation of symbols

1 エスカレータ枠
2 上部平行部
3 下部平行部
4 傾斜部
10 山形鋼
11、14、21、31 切込み
12、15 開先
13 三角板
20 角鋼
30 溝型鋼
A、B、C、D 折点
DESCRIPTION OF SYMBOLS 1 Escalator frame 2 Upper parallel part 3 Lower parallel part 4 Inclined part 10 Angle steel 11, 14, 21, 31 Cut 12, 15 Groove 13 Triangular plate 20 Square steel 30 Channel steel A, B, C, D Folding point

Claims (5)

上階床と下階床との間に跨って架設され、複数の型鋼が組み合わされて形成されるエスカレータ枠の製造方法において、
前記型鋼の1つの構成辺を残し他の構成辺に連続して形成されるとともに、残された前記1つの構成辺と交わる隅角部を含んで形成される切込みを設け、次いで、所定の角度に曲げ加工を施し、この後、少なくとも開先部に溶接を行ない折点を形成することを特徴としたエスカレータ枠の製造方法。
In the manufacturing method of the escalator frame that is laid across the upper floor and the lower floor and is formed by combining a plurality of steel shapes,
The steel plate is formed continuously with the other component sides while leaving one component side, and provided with a notch formed including a corner portion intersecting with the remaining one component side, and then a predetermined angle A method of manufacturing an escalator frame, characterized in that a bending process is performed, and thereafter, at least a groove portion is welded to form a break point.
前記型鋼に略I字状の断面形状を有する前記切込みを設け、該切込みを設けた前記型鋼の接合部が内角となるように前記所定の角度に曲げ加工を施すことにより、前記折点を形成することを特徴とした請求項1記載のエスカレータ枠の製造方法。 Forming the break point by providing the notch having a substantially I-shaped cross-sectional shape in the mold steel , and bending the predetermined angle so that the joint portion of the mold steel provided with the notch is an internal angle The manufacturing method of the escalator frame of Claim 1 characterized by the above-mentioned. 前記型鋼に略V字状の断面形状を有する前記切込みを設け、該切込みを設けた前記型鋼の接合部が外角となるように前記所定の角度に曲げ加工を施すことにより、前記折点を形成することを特徴とした請求項1記載のエスカレータ枠の製造方法。 Forming the break point by providing the notch having a substantially V-shaped cross-sectional shape in the mold steel , and bending the predetermined angle so that the joint portion of the mold steel provided with the notch is an outer angle. The manufacturing method of the escalator frame of Claim 1 characterized by the above-mentioned. 接合部を内角とした前記折点に、三角板を溶着することを特徴とした請求項2記載のエスカレータ枠の製造方法。   3. The method of manufacturing an escalator frame according to claim 2, wherein a triangular plate is welded to the break point having the joint portion as an inner corner. 上階床と下階床との間に跨って架設され、複数の型鋼が組み合わされて形成されるエスカレータ枠の製造方法において、
前記型鋼の1つの構成辺を残し他の構成辺に連続して形成されるとともに、残された前記1つの構成辺と交わる隅角部を含んで形成され、略I字状の断面形状を有する切込みおよび略V字状の断面形状を有する切込みをそれぞれ設け、次いで、略I字状の断面形状を有する切込み部にあって、前記略I字状の断面形状を有する切込みを設けた前記型鋼の接合部が内角となるように所定の角度に曲げ加工を施し、かつ、略V字状の断面形状を有する切込み部にあって、前記略V字状の断面形状を有する切込みを設けた前記型鋼の接合部が外角となるように所定の角度に曲げ加工を施し、この後、少なくとも開先部に溶接を行ない折点を形成することを特徴としたエスカレータ枠の製造方法。
In the manufacturing method of the escalator frame that is laid across the upper floor and the lower floor and is formed by combining a plurality of steel shapes,
The steel plate is formed continuously with the other constituent sides while leaving one constituent side, and includes a corner portion intersecting with the remaining one constituent side, and has a substantially I-shaped cross-sectional shape. provided a notch having a notch and a substantially V-shaped cross section, respectively, then, in the cut portion having a substantially I-shaped cross section, of the type steel having a cut having the substantially I-shaped cross section The above-mentioned shaped steel , which is bent at a predetermined angle so that the joint portion becomes an internal angle, and is provided with a notch having a substantially V-shaped cross-sectional shape and having a notch having the substantially V-shaped cross-sectional shape. A manufacturing method of an escalator frame, wherein bending is performed at a predetermined angle so that the joint portion of the slab is an outer angle, and thereafter, at least a groove portion is welded to form a break point.
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