JP6738523B2 - Steel stairs and method of mounting steel stairs - Google Patents

Steel stairs and method of mounting steel stairs Download PDF

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JP6738523B2
JP6738523B2 JP2015229567A JP2015229567A JP6738523B2 JP 6738523 B2 JP6738523 B2 JP 6738523B2 JP 2015229567 A JP2015229567 A JP 2015229567A JP 2015229567 A JP2015229567 A JP 2015229567A JP 6738523 B2 JP6738523 B2 JP 6738523B2
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girder
floor
steel
pair
lower fixing
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JP2017095989A (en
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暢浩 石井
暢浩 石井
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Shimizu Corp
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Description

本明細書に開示される技術は、鉄骨階段に関する。 The technology disclosed herein relates to steel stairs.

建築物や土木構造物等の構造物の上階の躯体と下階の躯体との間に取り付けられる鉄骨階段が知られている(例えば特許文献1参照)。一般に、鉄骨階段には、下階の躯体に固定されたアンカーボルトが挿入される貫通孔が形成された下部固定部を備える。例えば、下部固定部は、鉄骨階段の桁部の内側および外側に設けられる。鉄骨階段を設置する際には、下階の床に凹部を設け、下部固定部に形成された貫通孔に凹部の底面から突出したアンカーボルトが挿入されるように凹部内に下部固定部を設置し、ナットによって下部固定部を固定し、凹部にコンクリートを打設する。これにより、床面が平らになるとともに、鉄骨階段の桁部よりも外側に設けられた下部固定部がコンクリートで覆われ、納まりが良くなる。 A steel frame staircase is known which is attached between a frame on the upper floor and a frame on the lower floor of a structure such as a building or a civil engineering structure (see, for example, Patent Document 1). Generally, a steel frame staircase is provided with a lower fixing part having a through hole into which an anchor bolt fixed to a lower body is inserted. For example, the lower fixing portion is provided inside and outside the girder portion of the steel staircase. When installing steel stairs, make a recess in the floor on the lower floor and install the lower fixing part in the recess so that the anchor bolt protruding from the bottom of the recess is inserted into the through hole formed in the lower fixing part. Then, the lower fixing part is fixed with a nut, and concrete is poured into the concave part. As a result, the floor surface becomes flat, and the lower fixing portion provided outside the girder portion of the steel-frame staircase is covered with concrete, which facilitates storage.

特開2002−294959号公報JP, 2002-294959, A

上記従来技術のように、下階の床に凹部が設けられると、下階の床に段差を発生させるため、段差梁等の配筋を追加する段差配筋を行う必要がある。さらに、凹部を埋めて床面を平らにするために、凹部の床配筋、コンクリート打設等を追加的に行う必要がある。そのため、鉄骨階段の取り付けに要する手間や費用が増大するという問題があった。 When a recess is provided on the floor of the lower floor as in the above-mentioned conventional technique, a step is generated on the floor of the lower floor, and therefore it is necessary to perform step reinforcement for adding reinforcement such as step beams. Further, in order to fill the recess and flatten the floor surface, it is necessary to additionally perform floor reinforcement of the recess, concrete pouring, and the like. Therefore, there is a problem that the labor and cost required for mounting the steel stairs increase.

本明細書では、上述した課題の少なくとも一部を解決することが可能な技術を開示する。 The present specification discloses a technique capable of solving at least a part of the above-mentioned problems.

(1)本明細書に開示される鉄骨階段は、構造物の上階の躯体と下階の躯体との間に取り付けられる鉄骨階段であって、一対の桁部と、前記一対の桁部の間に支持される複数の踏板と、前記一対の桁部を前記上階の躯体に固定する上部固定部と、前記一対の桁部を前記下階の躯体に固定する下部固定部であって、前記一対の桁部の間に位置し、前記下階の床面から突出したアンカーボルトが挿入される貫通孔が形成された下部固定部と、を備える。本鉄骨階段によれば、下部固定部が下階の床面から突出したアンカーボルトに固定されるため、下部固定部は下階の床面上でアンカーボルトに固定されることとなるが、下部固定部が一対の桁部の間に配置されるため、アンカーボルトに固定された下部固定部が一対の桁部の外側で下階の床面から突出することがなく、鉄骨階段の下部周辺の納まりを良くすることができる。そのため、下部躯体に凹部を設けて下部固定部を覆い隠す必要がなく、鉄骨階段の取り付けに要する手間や費用を抑制することができる。 (1) The steel frame staircase disclosed in the present specification is a steel frame staircase that is attached between a frame on the upper floor of a structure and a frame on the lower floor, and includes a pair of girder parts and a pair of girder parts. A plurality of treads supported between, an upper fixing portion that fixes the pair of girder portions to the upper floor body, and a lower fixing portion that fixes the pair of girder portions to the lower floor body, A lower fixing portion that is located between the pair of girder portions and has a through hole into which the anchor bolt protruding from the floor surface of the lower floor is inserted. According to this steel staircase, since the lower fixing part is fixed to the anchor bolt protruding from the floor of the lower floor, the lower fixing part is fixed to the anchor bolt on the floor of the lower floor. Since the fixing part is arranged between the pair of girders, the lower fixing part fixed to the anchor bolt does not protrude from the floor surface of the lower floor outside the pair of girders, and the lower part of the steel stairs is not damaged. You can make it better. Therefore, it is not necessary to provide a recess in the lower frame to cover the lower fixing portion, and it is possible to suppress the labor and cost required for mounting the steel stairs.

(2)上記鉄骨階段において、前記下部固定部は、前記踏板の下方に配置される構成としてもよい。本鉄骨階段によれば、踏板を用いて下部固定部を覆うことができ、鉄骨階段の下部周辺の納まりを良くすることができる。 (2) In the steel frame staircase, the lower fixing portion may be arranged below the tread. According to the steel frame stairs, the lower fixing portion can be covered with the treads, and the storage around the lower part of the steel frame stairs can be improved.

(3)上記鉄骨階段において、前記下部固定部の上方に位置する前記踏板には、上下方向に貫通する開口が設けられており、前記鉄骨階段は、さらに、前記開口を開閉する蓋部を有する構成としてもよい。本鉄骨階段によれば、下部固定部を下階の躯体に設置して固定する作業を行う作業者は、踏板の上方から開口を介してアンカーボルトを目視しつつ設置し、開口を介してナット締め等の固定作業を行うことができ、鉄骨階段の取り付けに要する手間を抑制することができる。また、本鉄骨階段によれば、開口を開閉する蓋部を有するので、鉄骨階段を使用する際には、蓋部で開口を閉じることで、鉄骨階段を使用する使用者は安全に鉄骨階段を使用することができる。 (3) In the steel frame staircase, the tread plate located above the lower fixing portion is provided with an opening penetrating in the vertical direction, and the steel frame staircase further has a lid portion that opens and closes the opening. It may be configured. According to this steel frame staircase, the worker who installs and fixes the lower fixing part to the body of the lower floor installs the anchor bolt while visually observing the anchor bolt through the opening from above the tread, and then installing the nut through the opening. Fixing work such as tightening can be performed, and the labor required for attaching the steel frame stairs can be suppressed. Further, according to the present steel staircase, since it has a lid that opens and closes the opening, when using the steel staircase, by closing the opening with the lid, a user who uses the steel staircase can safely carry out the steel staircase. Can be used.

(4)上記鉄骨階段において、さらに、前記一対の桁部の間に支持される複数の蹴込板を備え、前記下部固定部は、前記複数の踏板のうちの最も下方に配置された最下踏板と前記下階の床面との間に配置された最下蹴込板よりも前記鉄骨階段の昇り側に配置される構成としてもよい。本鉄骨階段によれば、蹴込板を用いて下部固定部を覆うことができ、鉄骨階段の下部周辺の納まりをさらに良くすることができる。 (4) In the above-mentioned steel-frame staircase, further, a plurality of riser plates supported between the pair of girder portions are provided, and the lower fixing portion is the lowermost step plate arranged at the lowermost of the plurality of step plates. It is good also as a structure arrange|positioned rather than the lowermost riser board arrange|positioned between the floor surface of the said lower floor, and the ascending side of the said steel frame stairs. According to the present steel staircase, it is possible to cover the lower fixing portion by using the riser plate, and it is possible to further improve the fit around the lower portion of the steel staircase.

(5)上記鉄骨階段において、前記下部固定部は、前記一対の桁部のうちの一方の桁部の他方の桁部側の表面に固定され、前記踏板と略平行に配置されるとともに前記貫通孔が形成された第1平面部を有する第1下部固定部と、前記一対の桁部のうちの前記他方の桁部の前記一方の桁部側の表面に固定され、前記踏板と略平行に配置されるとともに前記貫通孔が形成された第2平面部を有する第2下部固定部と、を含む構成としてもよい。本鉄骨階段によれば、第1下部固定部を用いて一対の桁部のうちの一方の桁部を下階の躯体に固定することができ、第2下部固定部を用いて一対の桁部のうちの他方の桁部を下階の躯体に固定することができる。 (5) In the steel frame staircase, the lower fixing portion is fixed to a surface of one of the pair of girder portions on the other girder portion side, is arranged substantially parallel to the tread plate, and is penetrated. A first lower fixing part having a first flat surface part in which a hole is formed, and a first girder part side surface of the other girder part of the pair of girder parts, the part being substantially parallel to the tread plate. It may be configured to include a second lower fixing portion that is disposed and has a second flat surface portion in which the through hole is formed. According to the steel frame staircase, one of the pair of girders can be fixed to the frame of the lower floor by using the first lower fixing part, and the pair of girder parts can be fixed by using the second lower fixing part. The other girder part of the above can be fixed to the frame of the lower floor.

(6)上記鉄骨階段において、前記下部固定部は、前記複数の踏板のうちの最も下方に配置された最下踏板の下方に配置される構成としてもよい。本鉄骨階段によれば、下部固定部が第1踏板と同じ高さかそれよりも上方に配置される場合に比べて、下階の床面から露出させる必要があるアンカーボルトの長さを短くすることができ、鉄骨階段の取り付けに要する手間や費用を抑制することができる。 (6) In the steel staircase, the lower fixing portion may be arranged below the lowermost tread plate, which is the lowermost tread plate among the plurality of tread plates. According to this steel staircase, the length of the anchor bolt that needs to be exposed from the floor surface of the lower floor is shortened as compared with the case where the lower fixing part is arranged at the same height as or higher than the first tread. Therefore, the labor and cost required for mounting the steel stairs can be suppressed.

(7)なお、本明細書に開示される技術は、種々の形態で実現することが可能であり、例えば、鉄骨階段の製造方法や鉄骨階段の取り付け方法等の形態で実現することが可能である。本明細書に開示される鉄骨階段の取り付け方法は、構造物の上階の躯体と下階の躯体との間に鉄骨階段を取り付ける鉄骨階段の取り付け方法であって、前記下階の床面から突出したアンカーボルトが、前記鉄骨階段の一対の桁部の間に位置する下部固定部に形成された貫通孔に挿入されるように、前記鉄骨階段を前記下階の躯体に対して設置する設置工程と、前記下部固定部を前記アンカーボルトに固定する固定工程と、を有する。 (7) The technology disclosed in this specification can be realized in various forms, for example, a method of manufacturing a steel staircase, a method of attaching a steel staircase, and the like. is there. The method of attaching the steel stairs disclosed in the present specification is a method of attaching the steel stairs between the upper and lower skeletons of the structure, and from the floor of the lower floor. Installation in which the protruding anchor bolt is installed with respect to the skeleton on the lower floor so that the protruding anchor bolt is inserted into a through hole formed in a lower fixing portion located between a pair of girder portions of the steel frame staircase. And a fixing step of fixing the lower fixing portion to the anchor bolt.

鉄骨階段10が取り付けられた建築物1の構成を概略的に示す説明図Explanatory drawing which shows roughly the structure of the building 1 to which the steel-frame stairs 10 were attached. 鉄骨階段10と梁60との接続構造を概略的に示す説明図Explanatory drawing which shows roughly the connection structure of the steel frame stairs 10 and the beam 60. 鉄骨階段10と床50との接続構造を概略的に示す上面図The top view which shows roughly the connection structure of the steel frame stairs 10 and the floor 50. 鉄骨階段10と床50との接続構造を概略的に示す断面図Sectional drawing which shows schematically the connection structure of the steel frame stairs 10 and the floor 50. 鉄骨階段10の正面図Front view of steel stairs 10 鉄骨階段10の背面図Rear view of steel staircase 10 鉄骨階段10の上面図Top view of steel stairs 10 鉄骨階段10の底面図Bottom view of steel stairs 10 鉄骨階段10の右側面図Right side view of steel stairs 鉄骨階段10の左側面図Left side view of the steel stairs 10

A.実施形態:
A−1.鉄骨階段10の構成:
図1は、本実施形態における鉄骨階段10が取り付けられた建築物1の構成の一部を概略的に示す説明図である。図1では、建築物1の仕上の一部の図示を省略している。建築物1は、鉄骨造の2階建の建築物であり、建築物1の2階の梁60と建築物1の1階の床50との間に鉄骨階段10が取り付けられている。梁60は、上階の躯体の一例であり、床50は、下階の躯体の一例である。図1には、方向を特定するための互いに直交するXYZ軸が示されている。本明細書では、便宜的に、X軸正方向を右方向と呼び、X軸負方向を左方向と呼び、Y軸正方向を前方向と呼び、Y軸負方向を後方向と呼び、Z軸正方向を上方向と呼び、Z軸負方向を下方向と呼ぶものとする。図2以降についても同様である。
A. Embodiment:
A-1. Construction of the steel stairs 10:
FIG. 1 is an explanatory diagram schematically showing a part of the structure of a building 1 to which a steel staircase 10 according to the present embodiment is attached. In FIG. 1, illustration of a part of the finish of the building 1 is omitted. The building 1 is a steel-framed two-story building, and the steel stairs 10 is attached between the beam 60 on the second floor of the building 1 and the floor 50 on the first floor of the building 1. The beam 60 is an example of a frame on the upper floor, and the floor 50 is an example of a frame on the lower floor. FIG. 1 shows XYZ axes that are orthogonal to each other for specifying a direction. In the present specification, for convenience, the X-axis positive direction is called the right direction, the X-axis negative direction is called the left direction, the Y-axis positive direction is called the front direction, the Y-axis negative direction is called the rear direction, and Z is The positive direction of the axis is called the upward direction, and the negative direction of the Z axis is called the downward direction. The same applies to FIG. 2 and subsequent figures.

図1に示すように、鉄骨階段10は、一対の桁部30と、段板部20とを備える。一対の桁部30は、段板部20の右側に配置された第1桁部30Aと、段板部20の左側に配置された第2桁部30Bとにより構成されている。第1桁部30Aおよび第2桁部30Bは、鋼製のプレートにより構成されている。第1桁部30Aおよび第2桁部30Bは、後方向下側から前方向上側に向けて斜めに配置される桁部中央部36と、桁部中央部36の上端から前方向に伸びる桁部上部32と、桁部中央部36の下端から後方向に伸びる桁部下部38とを有する。桁部下部38の下端面は、床50の床面FLに接している。 As shown in FIG. 1, the steel staircase 10 includes a pair of girder portions 30 and a step plate portion 20. The pair of girder portions 30 includes a first girder portion 30A arranged on the right side of the step plate portion 20 and a second girder portion 30B arranged on the left side of the step plate portion 20. The first girder portion 30A and the second girder portion 30B are made of steel plates. The first girder portion 30A and the second girder portion 30B include a girder central portion 36 obliquely arranged from the rear lower side to the front upper side, and a girder portion extending forward from the upper end of the girder central portion 36. It has an upper part 32 and a girder lower part 38 extending rearward from the lower end of the girder central part 36. The lower end surface of the lower girder portion 38 is in contact with the floor surface FL of the floor 50.

各桁部上部32は、対応する桁部30を梁60に固定する上部固定部として機能する。図2は、鉄骨階段10と梁60との接続構造を概略的に示す説明図である。図2に示すように、桁部30の桁部上部32には、2つのボルト66を挿入可能な2つの貫通孔34が形成されている。また、梁60には、溶接等により取り付け板62が固定されており、取り付け板62には、2つのボルト66を挿入可能な2つの長孔64が形成されている。本実施形態の鉄骨階段10では、桁部上部32を梁60に固定するときに、長孔64および貫通孔34にボルト66を挿入させて、ナット締め等により固定する。これにより、桁部上部32と梁60とが、Y軸方向に移動可能に固定される。 Each upper girder portion 32 functions as an upper fixing portion that fixes the corresponding girder portion 30 to the beam 60. FIG. 2 is an explanatory view schematically showing a connection structure between the steel frame stairs 10 and the beam 60. As shown in FIG. 2, two through holes 34 into which two bolts 66 can be inserted are formed in the upper portion 32 of the girder portion 30 of the girder portion 30. A mounting plate 62 is fixed to the beam 60 by welding or the like, and two long holes 64 into which two bolts 66 can be inserted are formed in the mounting plate 62. In the steel staircase 10 of the present embodiment, when the girder upper portion 32 is fixed to the beam 60, bolts 66 are inserted into the long holes 64 and the through holes 34 and fixed by tightening nuts or the like. As a result, the girder upper portion 32 and the beam 60 are fixed so as to be movable in the Y-axis direction.

図3は、鉄骨階段10と床50との接続構造を概略的に示す上面図であり、図4は、図3のIV−IVの位置における断面図である。図3および図4に示すように、各桁部下部38には、対応する桁部30を床50に固定する下部固定部40が設けられている。下部固定部40は、第1下部固定部40Aと第2下部固定部40Bとから構成されている。第1下部固定部40Aは、後述する最下踏板21Xと略平行となるように、第1桁部30Aの第2桁部30B側(左側)の表面に溶接により接合されている。また、第2下部固定部40Bは、最下踏板21Xと略平行となるように、第2桁部30Bの第1桁部30A側(右側)の表面に溶接により接合されている。すなわち、下部固定部40A、40Bは、左右方向において、第1桁部30Aより第2桁部30B側で、かつ、第2桁部30Bより第1桁部30A側、つまり、一対の桁部30の内側にのみ配置されており、第1桁部30Aに対して第2桁部30Bと反対側で、かつ、第2桁部30Bに対して第1桁部30Aと反対側、つまり、一対の桁部30の外側には配置されていない。第1下部固定部40Aは、第1平面部の一例であり、第2下部固定部40Bは、第2平面部の一例である。 FIG. 3 is a top view schematically showing the connection structure between the steel frame stairs 10 and the floor 50, and FIG. 4 is a sectional view taken along the line IV-IV in FIG. As shown in FIGS. 3 and 4, each girder lower part 38 is provided with a lower fixing part 40 for fixing the corresponding girder 30 to the floor 50. The lower fixing portion 40 is composed of a first lower fixing portion 40A and a second lower fixing portion 40B. The first lower fixing portion 40A is welded to the surface of the first girder portion 30A on the second girder portion 30B side (left side) so as to be substantially parallel to the lowermost step plate 21X described later. Further, the second lower fixing portion 40B is joined by welding to the surface of the second girder portion 30B on the first girder portion 30A side (right side) so as to be substantially parallel to the lowermost step plate 21X. That is, the lower fixing portions 40A and 40B are arranged on the second girder portion 30B side with respect to the first girder portion 30A and on the first girder portion 30A side with respect to the second girder portion 30B, that is, the pair of girder portions 30 in the left-right direction. Is disposed only inside the first girder portion 30A, on the opposite side to the second girder portion 30B with respect to the first girder portion 30A, and on the opposite side to the first girder portion 30A with respect to the second girder portion 30B, that is, a pair of It is not arranged outside the girder portion 30. The first lower fixing portion 40A is an example of a first flat surface portion, and the second lower fixing portion 40B is an example of a second flat surface portion.

第1下部固定部40Aには、2つの貫通孔42が形成されており、第2下部固定部40Bには、2つの貫通孔42が形成されている。鉄骨階段10が設置される床50には、アンカーボルト52が埋設されており、アンカーボルト52の先端は、床面FLの上側に突出している。本実施形態の鉄骨階段10では、第1下部固定部40Aおよび第2下部固定部40Bを床50に固定するときに、4つのアンカーボルト52のうちの2つが第1下部固定部40Aの2つの貫通孔42に挿入され、残りの2つが第2下部固定部40Bの2つの貫通孔42に挿入される。そして、貫通孔42から上側に突出しているアンカーボルト52にワッシャ45を入れ、第1下部固定部40Aおよび第2下部固定部40Bの上方からワッシャ45を介してアンカーボルト52のネジ山に螺合するナット44と、第1下部固定部40Aおよび第2下部固定部40Bの下方からアンカーボルト52のネジ山に螺合するナット46とを、第1下部固定部40Aおよび第2下部固定部40Bに対して締め付けることによって、第1下部固定部40Aおよび第2下部固定部40Bをアンカーボルト52に固定する。 Two through holes 42 are formed in the first lower fixing portion 40A, and two through holes 42 are formed in the second lower fixing portion 40B. An anchor bolt 52 is embedded in a floor 50 on which the steel staircase 10 is installed, and a tip of the anchor bolt 52 projects above the floor surface FL. In the steel staircase 10 of the present embodiment, when fixing the first lower fixing portion 40A and the second lower fixing portion 40B to the floor 50, two of the four anchor bolts 52 are two of the first lower fixing portion 40A. The remaining two are inserted into the through holes 42, and the remaining two are inserted into the two through holes 42 of the second lower fixing portion 40B. Then, the washer 45 is inserted into the anchor bolt 52 protruding upward from the through hole 42, and screwed into the screw thread of the anchor bolt 52 from above the first lower fixing portion 40A and the second lower fixing portion 40B through the washer 45. The nut 44 and the nut 46 that is screwed into the thread of the anchor bolt 52 from below the first lower fixing portion 40A and the second lower fixing portion 40B to the first lower fixing portion 40A and the second lower fixing portion 40B. The first lower fixing portion 40A and the second lower fixing portion 40B are fixed to the anchor bolt 52 by tightening against each other.

次に、段板部20について説明する。段板部20は、鋼製のプレートにより構成されており、図1に示すように、一対の桁部30の間に溶接により接合されている。段板部20は、略水平に設けられた複数の踏板21と、垂直に対して上側を後方向に傾けて設けられた複数の蹴込板22とを有する。複数の踏板21は、斜め方向に等間隔に配置されている。複数の蹴込板22は、隣り合う踏板21の間に配置されている。なお、複数の蹴込板22のうちの1枚は、複数の踏板21のうちの最も下方に配置された最下踏板21Xと床50との間に配置されている。以下、最下踏板21Xと床50との間に配置された蹴込板22を、最下蹴込板22Xと呼ぶ。 Next, the step plate portion 20 will be described. The step plate portion 20 is formed of a steel plate, and is joined by welding between the pair of girder portions 30 as shown in FIG. 1. The step plate portion 20 has a plurality of step plates 21 provided substantially horizontally, and a plurality of riser plates 22 provided with the upper side inclined rearward with respect to the vertical. The plurality of treads 21 are diagonally arranged at equal intervals. The plurality of riser plates 22 are arranged between the tread plates 21 adjacent to each other. It should be noted that one of the plurality of riser plates 22 is arranged between the lowermost step plate 21X of the plurality of step plates 21 arranged at the lowermost position and the floor 50. Hereinafter, the riser plate 22 arranged between the lowermost step plate 21X and the floor 50 is referred to as the lowermost riser plate 22X.

最下踏板21Xの長手方向、つまり、左右方向の両端部には、最下踏板21Xを上下方向に貫通する開口24が形成されている。また、鉄骨階段10は、開口24を開閉する蓋部28を有する。開口24は、最下踏板21Xの右側端部に設けられた第1開口24Aと、最下踏板21Xの左側端部に設けられた第2開口24Bとを含む。蓋部28は、第1開口24Aを開閉する第1蓋部28Aと、第2開口24Bを開閉する第2蓋部28Bとを含む。第1蓋部28Aは、第1蝶番26Aにより、第1開口24Aの右側端辺に取り付けられている。第2蓋部28Bは、第2蝶番26Bにより、第2開口24Bの左側端辺に取り付けられている。なお、最下踏板21Xを含む複数の踏板21の上面は、鉄骨階段10が建築物1に取り付けられた後に仕上材により覆われる。そのため、最下踏板21Xに開口24A、24Bが形成され、その開口24A、24Bが蓋部28A、28Bで覆われていたとしても、鉄骨階段10の見栄えが悪化することはない。 In the longitudinal direction of the lowermost step plate 21X, that is, at both ends in the left-right direction, openings 24 are formed to penetrate the lowermost step plate 21X in the vertical direction. Further, the steel frame staircase 10 has a lid portion 28 that opens and closes the opening 24. The opening 24 includes a first opening 24A provided at the right end of the lowermost step plate 21X and a second opening 24B provided at the left end of the lowermost step plate 21X. The lid portion 28 includes a first lid portion 28A that opens and closes the first opening 24A and a second lid portion 28B that opens and closes the second opening 24B. The first lid portion 28A is attached to the right side edge of the first opening 24A by the first hinge 26A. The second lid portion 28B is attached to the left side edge of the second opening 24B by the second hinge 26B. In addition, the upper surfaces of the plurality of treads 21 including the bottom tread 21X are covered with a finishing material after the steel frame stairs 10 are attached to the building 1. Therefore, even if the openings 24A and 24B are formed in the lowermost step plate 21X and the openings 24A and 24B are covered with the lid portions 28A and 28B, the appearance of the steel staircase 10 is not deteriorated.

次に、下部固定部40A、40Bと段板部20との位置関係について説明する。図3に示すように、下部固定部40A、40Bは、最下蹴込板22Xよりも前方向、すなわち、鉄骨階段10の昇り側に配置されている。また、図3および図4に示すように、下部固定部40A、40Bは、最下踏板21Xの下方に配置され、詳細には、最下踏板21Xに設けられた開口24A、24Bの下方に配置されている。 Next, the positional relationship between the lower fixing portions 40A and 40B and the step plate portion 20 will be described. As shown in FIG. 3, the lower fixing portions 40A and 40B are arranged in the forward direction of the lowermost riser plate 22X, that is, on the rising side of the steel frame stairs 10. Further, as shown in FIGS. 3 and 4, the lower fixing portions 40A and 40B are arranged below the lowermost step plate 21X, specifically, below the openings 24A and 24B provided in the lowermost step plate 21X. Has been done.

A−2.鉄骨階段10の取り付け方法:
次に、建築物1の梁60と床50との間に鉄骨階段10を取り付ける鉄骨階段10の取り付け方法(以下、単に「取り付け方法」という)を説明する。本実施形態の取り付け方法は、設置工程と、固定工程とが、この順で行われる。以下、各工程について説明する。
A-2. How to attach the steel stairs:
Next, a method of attaching the steel frame stairs 10 between the beams 60 and the floor 50 of the building 1 (hereinafter, simply referred to as “attachment method”) will be described. In the attachment method of this embodiment, the installation step and the fixing step are performed in this order. Hereinafter, each step will be described.

(設置工程)
本実施形態の取り付け方法では、始めに、設置工程が行われる。設置工程では、床50の床面FLから突出した4つのアンカーボルト52が、下部固定部40A、40Bにそれぞれ2つずつ形成された貫通孔42に挿入されるように、鉄骨階段10を設置する。設置工程では、鉄骨階段10の最下踏板21Xに設けられた蓋部28A、28Bが開かれた状態で、下部固定部40A、40Bを設置する。これにより、設置工程を実行する作業者は、開口24A、24Bを介して踏板21の上側からアンカーボルト52および下部固定部40A、40Bを目視しながら、鉄骨階段10を設置することができる。
(Installation process)
In the attachment method of this embodiment, the installation step is first performed. In the installation step, the steel frame stairs 10 are installed so that the four anchor bolts 52 protruding from the floor surface FL of the floor 50 are inserted into the through holes 42 formed in the lower fixing portions 40A and 40B. .. In the installation step, the lower fixing parts 40A and 40B are installed with the lid parts 28A and 28B provided on the lowermost step plate 21X of the steel staircase 10 being opened. Thereby, the worker who executes the installation step can install the steel frame stairs 10 while visually observing the anchor bolt 52 and the lower fixing portions 40A and 40B from the upper side of the tread 21 through the openings 24A and 24B.

なお、各貫通孔42の直径は、対応するアンカーボルト52の直径よりも大きい。そのため、アンカーボルト52の設置位置に誤差が生じているときでも、当該誤差を各貫通孔42の直径と対応するアンカーボルト52の直径との差により吸収して、鉄骨階段10を設置することができる。 The diameter of each through hole 42 is larger than the diameter of the corresponding anchor bolt 52. Therefore, even when there is an error in the installation position of the anchor bolt 52, the error can be absorbed by the difference between the diameter of each through hole 42 and the diameter of the corresponding anchor bolt 52 to install the steel staircase 10. it can.

(固定工程)
次に、固定工程が行われる。固定工程では、貫通孔42から上側に突出しているアンカーボルト52にワッシャ45を入れ、下部固定部40A、40Bの上方からアンカーボルト52のネジ山に螺合するナット44と、下部固定部40A、40Bの下方からアンカーボルト52のネジ山に螺合するナット46とを、下部固定部40A、40Bに対して締め付けることで、下部固定部40A、40Bをアンカーボルト52に固定する。これにより、鉄骨階段10が床50に対して固定される。固定工程では、鉄骨階段10の最下踏板21Xに設けられた蓋部28A、28Bが開かれた状態で、アンカーボルト52にナット締めが行われる。これにより、固定工程を実行する作業者は、開口24A、24Bを介して踏板21の上側からナット締めを行うことができる。
(Fixing process)
Next, a fixing process is performed. In the fixing step, the washer 45 is inserted into the anchor bolt 52 protruding upward from the through hole 42, and the nut 44 that is screwed into the screw thread of the anchor bolt 52 from above the lower fixing portions 40A and 40B and the lower fixing portion 40A. The lower fixing portions 40A and 40B are fixed to the anchor bolt 52 by tightening a nut 46 that is screwed onto the thread of the anchor bolt 52 from below 40B to the lower fixing portions 40A and 40B. As a result, the steel staircase 10 is fixed to the floor 50. In the fixing step, the anchor bolt 52 is tightened with the nuts while the lids 28A and 28B provided on the lowermost step plate 21X of the steel staircase 10 are opened. Thereby, the worker who performs the fixing step can tighten the nut from the upper side of the tread 21 through the openings 24A and 24B.

A−3.意匠の説明:
図5から図10には、意匠に係る物品である鉄骨階段10が示されている。本物品は、構造物の上階の躯体と下階の躯体との間に取り付けられる鉄骨階段10である。図1等に示すように、本物品は、一対の桁部30と、段板部20とを備え、一対の桁部30の間に形成された下部固定部40A、40Bにより下階の床面から突出したアンカーボルト52に固定される。図3に示すように、下部固定部40A、40Bは、段板部20に含まれる複数の踏板21のうちの最も下方に配置された最下踏板21Xと下階の床面との間に配置された最下蹴込板22Xよりも鉄骨階段10の昇り側に配置され、また、図4に示すように、最下踏板21Xの下方に配置されている。下部固定部40A、40Bは、鋼製のプレートにより構成された平板であり、最下踏板21Xと略平行となるよう配置されている。下部固定部40A、40Bには、4つのアンカーボルト52のうちの2つが挿入される2つの貫通孔42がそれぞれ形成されている。なお、図5から図10において、実線で表された部分が、部分意匠として登録を受けようとする意匠である。
A-3. Design description:
5 to 10 show a steel frame staircase 10, which is an article related to a design. The article is a steel staircase 10 mounted between the upper and lower skeletons of a structure. As shown in FIG. 1 and the like, the present article includes a pair of girder portions 30 and a step plate portion 20, and lower fixing portions 40A and 40B formed between the pair of girder portions 30 provide a floor surface of a lower floor. It is fixed to the anchor bolt 52 protruding from. As shown in FIG. 3, the lower fixing portions 40A and 40B are arranged between the lowermost tread 21X arranged at the lowermost of the plurality of treads 21 included in the step plate 20 and the floor surface of the lower floor. It is arranged on the ascending side of the steel frame stairs 10 with respect to the lowermost riser plate 22X, and as shown in FIG. 4, is arranged below the lowermost step plate 21X. The lower fixing portions 40A and 40B are flat plates formed of steel plates and are arranged so as to be substantially parallel to the lowermost step plate 21X. Two through holes 42 into which two of the four anchor bolts 52 are inserted are formed in the lower fixing portions 40A and 40B, respectively. In addition, in FIGS. 5 to 10, a portion indicated by a solid line is a design which is to be registered as a partial design.

以上説明したように、本実施形態の鉄骨階段10では、下部固定部40A、40Bが、床50の床面FLから突出したアンカーボルト52に固定される。そのため、下部固定部40A、40Bは、床面FL上でアンカーボルト52に固定される。本実施形態の鉄骨階段10では、下部固定部40A、40Bが一対の桁部30の内側にのみ配置され、一対の桁部30の外側には下付固定部40A、40Bを含めた部材が存在していないため、下部固定部40A、40Bが床面FL上でアンカーボルト52に固定されても、鉄骨階段10の下部周辺の納まりを良くすることができる。そのため、床50に凹部を設けて下部固定部40A、40Bを覆い隠す必要がない。例えば、床50が鉄筋コンクリート造である場合、床50に凹部を設けるためには、床50に段差を発生させるために、段差梁等の配筋を追加する段差配筋を行う必要がある。さらに、凹部を埋めて床50を平らにするためには、凹部の床配筋、コンクリート打設等を追加的に行う必要がある。そのため、鉄骨階段10の取り付けに要する手間や費用が増大する。本実施形態の鉄骨階段10では、凹部を設ける必要がないので、鉄骨階段10の取り付けに必要な手間や費用を抑制することができる。 As described above, in the steel staircase 10 of the present embodiment, the lower fixing portions 40A and 40B are fixed to the anchor bolts 52 protruding from the floor surface FL of the floor 50. Therefore, the lower fixing portions 40A and 40B are fixed to the anchor bolt 52 on the floor surface FL. In the steel staircase 10 of the present embodiment, the lower fixing portions 40A and 40B are arranged only inside the pair of girder portions 30, and the members including the subfixing fixing portions 40A and 40B are present outside the pair of girder portions 30. Therefore, even if the lower fixing portions 40A and 40B are fixed to the anchor bolts 52 on the floor surface FL, it is possible to improve the fit around the lower portion of the steel staircase 10. Therefore, it is not necessary to provide a recess in the floor 50 to cover the lower fixing portions 40A and 40B. For example, in the case where the floor 50 is made of reinforced concrete, in order to provide a recess in the floor 50, it is necessary to carry out step reinforcement to add reinforcement such as step beams to generate a step in the floor 50. Further, in order to fill the recess and flatten the floor 50, it is necessary to additionally perform floor reinforcement of the recess, concrete pouring, and the like. Therefore, the labor and cost required for mounting the steel frame stairs 10 increase. In the steel-frame staircase 10 of this embodiment, since it is not necessary to provide a recess, it is possible to suppress the labor and cost required for mounting the steel-frame staircase 10.

下部固定部40A、40Bは、最下踏板21Xの下方に配置される。そのため、最下踏板21Xを用いて下部固定部40A、40Bを覆うことができ、鉄骨階段10の下部周辺の納まりを良くすることができる。また、下部固定部40A、40Bが最下踏板21Xの下方に配置されるので、下部固定部40A、40Bが最下踏板21Xと同じ高さかそれよりも上方に配置される場合に比べて、床面FLから突出させるアンカーボルト52の長さを短くすることができ、鉄骨階段10の取り付けに必要な手間や費用を抑制することができる。 The lower fixing portions 40A and 40B are arranged below the lowermost step plate 21X. Therefore, it is possible to cover the lower fixing portions 40A and 40B by using the lowermost step plate 21X, and it is possible to improve the fit around the lower portion of the steel staircase 10. Further, since the lower fixing portions 40A, 40B are arranged below the lowermost step plate 21X, compared to the case where the lower fixing portions 40A, 40B are arranged at the same height as or above the lowermost step plate 21X. The length of the anchor bolt 52 protruding from the surface FL can be shortened, and the labor and cost required for mounting the steel staircase 10 can be suppressed.

最下踏板21Xには、上下方向に貫通する開口24A、24Bが設けられている。そのため、下部固定部40A、40Bを床50に設置して固定する作業を行う作業者は、踏板21の上方から開口24A、24Bを介してアンカーボルト52を目視しつつ設置し、開口24A、24Bを介してナット締め等の固定作業を行うことができる。そのため、上記作業者は、踏板21の下側に潜って作業を行う場合に比べて、鉄骨階段10の取り付けに要する手間を抑制することができる。 The lowermost step plate 21X is provided with openings 24A and 24B that penetrate vertically. Therefore, an operator who installs and fixes the lower fixing portions 40A and 40B on the floor 50 installs the anchor bolt 52 from above the tread 21 through the openings 24A and 24B while visually observing the openings 24A and 24B. Fixing work such as nut tightening can be performed via the. Therefore, the worker can suppress the labor required for attaching the steel frame stairs 10 as compared with the case where the worker dives under the tread 21 to perform the work.

下部固定部40A、40Bは、最下蹴込板22Xよりも鉄骨階段10の昇り側に配置される。そのため、最下蹴込板22Xを用いて下部固定部40A、40Bを覆うことができ、鉄骨階段10の下部周辺の納まりをさらに良くすることができる。 The lower fixing portions 40A and 40B are arranged on the rising side of the steel frame stairs 10 with respect to the lowermost riser plate 22X. Therefore, it is possible to cover the lower fixing portions 40A and 40B by using the lowermost riser plate 22X, and it is possible to further improve the accommodation around the lower portion of the steel staircase 10.

下部固定部40は、第1下部固定部40Aと第2下部固定部40Bとを含む。そのため、第1下部固定部40Aを用いて第1桁部30Aを床50に固定することができ、第2下部固定部40Bを用いて第2桁部30Bを床50に固定することができる。また、下部固定部40A、40Bは、平板により構成されているため、下部固定部40A、40Bに形成された貫通孔42にアンカーボルト52を挿入させてナット締めを行うことによりアンカーボルト52に下部固定部40A、40Bを固定しやすい。 The lower fixing portion 40 includes a first lower fixing portion 40A and a second lower fixing portion 40B. Therefore, the first lower fixing portion 40A can be used to fix the first girder portion 30A to the floor 50, and the second lower fixing portion 40B can be used to fix the second girder portion 30B to the floor 50. In addition, since the lower fixing portions 40A and 40B are formed of flat plates, the anchor bolts 52 are inserted into the through holes 42 formed in the lower fixing portions 40A and 40B and nut tightening is performed to lower the lower portions of the anchor bolts 52. It is easy to fix the fixing portions 40A and 40B.

B.変形例:
本明細書で開示される技術は、上述の実施形態に限られるものではなく、その要旨を逸脱しない範囲において種々の形態に変形することができ、例えば次のような変形も可能である。
B. Modification:
The technology disclosed in the present specification is not limited to the above-described embodiment, and can be modified into various forms without departing from the gist thereof, for example, the following modifications are also possible.

上記実施形態では、構造物として鉄骨造の建築物を例示したが、構造物は鉄筋コンクリート造の建築物でもよく、建築物以外の構造物でもよい。また、鉄骨階段として建築物の1階と2階との間に取り付けられる鉄骨階段を例示したが、鉄骨階段は、建築物の2階と3階との間に取り付けられていてもよく、それより高層階に取り付けられていてもよい。 In the above embodiment, a steel frame building is exemplified as the structure, but the structure may be a reinforced concrete building or a structure other than the building. Moreover, although the steel frame staircase attached between the first floor and the second floor of the building is illustrated as the steel frame staircase, the steel frame staircase may be attached between the second floor and the third floor of the building. It may be attached to higher floors.

上記実施形態では、鉄骨階段が上部躯体に固定される方法として、一対の桁部30の桁部上部32と梁60に取り付けられた取り付け板62とが、ボルト66により固定される例を示したが、桁部上部32と取り付け板62とは、溶接固定されてもよい。また、鉄骨階段の上端である桁部上部32が梁60に届いていない鉄骨階段を例示したが、桁部上部32が梁60の上部まで伸びていて、梁60の上部において取り付け板62と固定されていてもよい。 In the above-described embodiment, as a method of fixing the steel frame stairs to the upper frame, an example in which the girder upper portions 32 of the pair of girder portions 30 and the mounting plate 62 attached to the beam 60 are fixed by the bolts 66 has been shown. However, the girder upper portion 32 and the mounting plate 62 may be fixed by welding. Further, although the steel frame staircase in which the girder upper part 32 which is the upper end of the steel frame staircase does not reach the beam 60 is illustrated, the girder upper part 32 extends to the upper part of the beam 60 and is fixed to the mounting plate 62 at the upper part of the beam 60. It may have been done.

上記実施形態では、下部固定部40A、40Bが平板により構成されているとしているが、これに限られず、前後方向に直交する断面がL字のL字プレートにより構成されていてもよい。この場合、下部固定部40A、40Bは、L字プレートの一方の平板に貫通孔42が形成され、他方の平板は対応する桁部30の内側の表面に溶接により接合されてもよい。 In the above-described embodiment, the lower fixing portions 40A and 40B are formed of flat plates, but the present invention is not limited to this, and the lower fixing portions 40A and 40B may be formed of L-shaped plates having a L-shaped cross section orthogonal to the front-rear direction. In this case, in the lower fixing portions 40A and 40B, the through hole 42 may be formed in one flat plate of the L-shaped plate, and the other flat plate may be joined to the inner surface of the corresponding girder portion 30 by welding.

上記実施形態では、下部固定部40A、40Bが、最下踏板21Xの下方に配置されるとしているが、これに限られず、最下踏板21X以外の踏板21の下方に配置されてもよい。この場合、下部固定部40A、40Bは、最下踏板21Xと同じ高さかそれよりも上方に配置されてもよく、下部固定部40A、40Bの配置に基づいて、開口24A、24Bが設けられる踏板21も適宜変更されてもよい。また、例えば、下部固定部40A、40Bが、複数の踏板21のうちの比較的上方の踏板21の下方に設けられ、開口24A、24Bが無くても作業者が容易に作業を行うことができる場合には、必ずしも開口24A、24Bを設ける必要がない。 In the above-described embodiment, the lower fixing portions 40A and 40B are arranged below the lowermost step plate 21X, but the present invention is not limited to this, and they may be arranged below the step plates 21 other than the lowermost step plate 21X. In this case, the lower fixing portions 40A and 40B may be arranged at the same height as or above the lowermost tread 21X, and the treads provided with the openings 24A and 24B based on the arrangement of the lower fixing portions 40A and 40B. 21 may also be changed appropriately. Further, for example, the lower fixing portions 40A and 40B are provided below the relatively upper tread plate 21 of the plurality of tread plates 21, and the worker can easily perform the work without the openings 24A and 24B. In this case, it is not always necessary to provide the openings 24A and 24B.

上記実施形態では、開口24A、24Bが下部固定部40A、40Bの下方に配置されるとしているが、必ずしも下部固定部40A、40Bの下方に配置される必要はない。つまり、開口24A、24Bは、作業者が開口24A、24Bを介して踏板21の上方から腕を伸ばして、ナット締め等の固定作業を行うことができる範囲に設けられていれば、必ずしも下部固定部40A、40Bの上方に配置される必要はない。 Although the openings 24A and 24B are arranged below the lower fixing portions 40A and 40B in the above-described embodiment, they are not necessarily arranged below the lower fixing portions 40A and 40B. That is, the openings 24A and 24B are not necessarily fixed to the lower side as long as they are provided in a range in which the operator can extend the arm from above the tread 21 through the openings 24A and 24B and perform the fixing work such as nut tightening. It need not be located above the parts 40A, 40B.

上記実施形態では、段板部20が複数の蹴込板22を備えるとしているが、これに限らず、段板部20が蹴込板22を備えなくてもよい。 In the above embodiment, the step plate portion 20 includes the plurality of riser plates 22, but the present invention is not limited to this, and the step plate portion 20 may not include the riser plates 22.

上記実施形態では、下部固定部40が、一対の桁部30のそれぞれに固定された2つの下部固定部40A、40Bにより構成されるとしているが、これに限られない。例えば、一対の桁部30の間に支持される一続きの鋼製のプレートにより、下部固定部40が構成されていてもよい。 In the above-described embodiment, the lower fixing portion 40 is configured by the two lower fixing portions 40A and 40B fixed to the pair of girder portions 30, respectively, but the present invention is not limited to this. For example, the lower fixing portion 40 may be configured by a series of steel plates supported between the pair of girder portions 30.

1:建築物 10:鉄骨階段 20:段板部 21:踏板 21X:最下踏板 22:蹴込板 22X:最下蹴込板 24:開口 28:蓋部 30:桁部 32:桁部上部 38:桁部下部 40:下部固定部 42:貫通孔 50:床 52:アンカーボルト 60:梁 62:取り付け板 FL:床面 1: Building 10: Steel stairs 20: Step 21: Tread 21X: Bottom tread 22: Raised plate 22X: Bottom tread 24: Opening 28: Lid 30: Girder 32: Girder upper 38: Girder Lower part 40: Lower fixing part 42: Through hole 50: Floor 52: Anchor bolt 60: Beam 62: Mounting plate FL: Floor surface

Claims (5)

構造物の上階の躯体と下階の躯体との間に取り付けられる鉄骨階段であって、
一対の桁部と、
前記一対の桁部の間に溶接により接合されて支持される複数の踏板と、
前記一対の桁部を前記上階の躯体に固定する上部固定部と、
前記一対の桁部を前記下階の躯体に固定する下部固定部であって、前記一対の桁部の間に位置し、前記下階の床面から突出したアンカーボルトが挿入される貫通孔が形成された下部固定部と、
前記一対の桁部の間に溶接により接合されて支持される複数の蹴込板と、を備え
前記下部固定部は、前記複数の踏板のうちの最も下方に配置された最下踏板の下方、かつ、前記最下踏板と前記下階の床面との間に配置された最下蹴込板よりも前記鉄骨階段の昇り側に配置され、
前記下部固定部は、前記踏板と略平行に配置される平面部を有し、
前記平面部の一部は、前記最下踏板よりも前記鉄骨階段の昇り側に配置されている、鉄骨階段。
A steel frame staircase that is attached between the structure on the upper floor of the structure and the structure on the lower floor,
A pair of girder parts,
A plurality of treads joined and supported by welding between the pair of girder portions,
An upper fixing portion that fixes the pair of girder portions to the upper body,
A lower fixing part that fixes the pair of girders to the lower floor frame, is located between the pair of girders, and has a through hole into which an anchor bolt protruding from the floor of the lower floor is inserted. The formed lower fixing part,
A plurality of riser plates joined and supported by welding between the pair of girder portions ,
The lower fixing portion is below the lowermost tread arranged at the lowermost of the plurality of treads, and from the lowermost riser arranged between the lowermost tread and the floor of the lower floor. Is also placed on the rising side of the steel stairs,
The lower fixing portion has a flat portion arranged substantially parallel to the tread,
A part of the plane part is a steel staircase, which is arranged on the ascending side of the steel frame stairs with respect to the lowermost tread .
請求項に記載の鉄骨階段であって、
前記下部固定部の上方に位置する前記踏板には、上下方向に貫通する開口が設けられており、
前記鉄骨階段は、さらに、
前記開口を開閉する蓋部を有する、鉄骨階段。
The steel staircase according to claim 1 ,
The tread plate located above the lower fixing portion is provided with an opening penetrating in the vertical direction,
The steel staircase further comprises:
A steel frame staircase having a lid portion that opens and closes the opening.
請求項1または請求項2に記載の鉄骨階段であって、
前記下部固定部は、
前記一対の桁部のうちの一方の桁部の他方の桁部側の表面に固定され、前記踏板と略平行に配置されるとともに前記貫通孔が形成された第1平面部を有する第1下部固定部と、
前記一対の桁部のうちの前記他方の桁部の前記一方の桁部側の表面に固定され、前記踏板と略平行に配置されるとともに前記貫通孔が形成された第2平面部を有する第2下部固定部と、を含む、鉄骨階段。
The steel staircase according to claim 1 or 2 ,
The lower fixing portion,
A first lower portion having a first flat surface portion fixed to a surface of one of the pair of girder portions on the other girder portion side, arranged substantially parallel to the tread plate, and having the through hole formed therein. Fixed part,
A second flat portion fixed to the surface of the other girder portion of the pair of girder portions on the side of the one girder portion, disposed substantially parallel to the tread plate, and having the through hole formed therein; Steel stairs including 2 lower fixing parts.
請求項1から請求項までのいずれか一項に記載の鉄骨階段であって、
前記一対の桁部の下端面は、前記下階の躯体の表面に接している、鉄骨階段。
The steel staircase according to any one of claims 1 to 3 ,
A steel frame staircase in which the lower end surfaces of the pair of girder portions are in contact with the surface of the lower body.
構造物の上階の躯体と下階の躯体との間に、一対の桁部と、前記一対の桁部の間に溶接により接合されて支持される複数の踏板と、前記一対の桁部を前記上階の躯体に固定する上部固定部と、前記一対の桁部を前記下階の躯体に固定する下部固定部であって、前記一対の桁部の間に位置し、貫通孔が形成された下部固定部と、を備える鉄骨階段を取り付ける鉄骨階段の取り付け方法であって、
前記下階の床面から突出したアンカーボルトが、前記下部固定部に形成された前記貫通孔に挿入されるように、前記鉄骨階段を前記下階の躯体に対して設置する設置工程と、
前記下部固定部を前記アンカーボルトに固定する固定工程と、を有し、
前記鉄骨階段は、前記一対の桁部の間に溶接により接合されて支持される複数の蹴込板を備え、
前記下部固定部は、前記複数の踏板のうちの最も下方に配置された最下踏板の下方、かつ、前記最下踏板と前記下階の床面との間に配置された最下蹴込板よりも前記鉄骨階段の昇り側に配置され、
前記下部固定部は、前記踏板と略平行に配置される平面部を有し、
前記平面部の一部は、前記最下踏板よりも前記鉄骨階段の昇り側に配置されている、鉄骨階段の取り付け方法。
Between the skeleton of the upper floor of the structure and the skeleton of the lower floor, a pair of girder parts, a plurality of treads joined and supported by welding between the pair of girder parts, and the pair of girder parts. An upper fixing part for fixing the upper floor frame and a lower fixing part for fixing the pair of girder parts to the lower floor frame, which is located between the pair of girder parts and has a through hole formed therein. A method of mounting a steel frame staircase, the method comprising:
Anchor bolts protruding from the floor surface of the lower floor are inserted into the through holes formed in the lower fixing portion so that the steel frame stairs are installed with respect to the body of the lower floor,
Have a, a fixing step of fixing the lower fixing part on the anchor bolt,
The steel frame staircase includes a plurality of riser plates joined and supported by welding between the pair of girder portions,
The lower fixing portion is below the lowermost tread arranged at the lowermost of the plurality of treads, and is the lowermost kicking plate arranged between the lowermost tread and the floor of the lower floor. Is also placed on the rising side of the steel stairs,
The lower fixing portion has a flat portion arranged substantially parallel to the tread,
A method for mounting a steel frame staircase , wherein a part of the plane portion is arranged on a rising side of the steel frame staircase with respect to the lowermost step plate .
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