JP2017095989A - Steel staircase and installation method thereof - Google Patents

Steel staircase and installation method thereof Download PDF

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JP2017095989A
JP2017095989A JP2015229567A JP2015229567A JP2017095989A JP 2017095989 A JP2017095989 A JP 2017095989A JP 2015229567 A JP2015229567 A JP 2015229567A JP 2015229567 A JP2015229567 A JP 2015229567A JP 2017095989 A JP2017095989 A JP 2017095989A
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steel
floor
lower fixing
staircase
pair
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JP6738523B2 (en
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暢浩 石井
Nobuhiro Ishii
暢浩 石井
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a steel staircase capable of saving trouble and cost required to install the steel staircase.SOLUTION: A steel staircase is installed between a skeleton on an upper floor and that on a lower floor of a structure. The steel staircase comprises: a pair of girder parts; multiple foot boards supported between the pair of girder parts; an upper fixing part, which fixes the pair of girder parts to the skeleton on the upper floor; and a lower fixing part, which fixes the pair of girder parts to the skeleton on the lower floor and is located between the pair of girder parts and has an open hole into which an anchor bolt projecting from a floor face of the lower floor is inserted.SELECTED DRAWING: Figure 1

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 in this specification relates to a steel step.

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。   There is known a steel staircase that is attached between an upper-level frame and a lower-level frame of a structure such as a building or a civil engineering structure (see, for example, Patent Document 1). Generally, a steel staircase is provided with a lower fixing portion in which a through hole into which an anchor bolt fixed to a lower-level casing is inserted is formed. For example, the lower fixing part is provided inside and outside the girder part of the steel staircase. When installing a steel staircase, provide a recess in 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 portion is fixed with a nut, and concrete is placed in the concave portion. 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, so that the fit is improved.

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。   As in the above prior art, when a recess is provided in the floor on the lower floor, a step is generated on the floor on the lower floor. Therefore, it is necessary to perform step bar arrangement for adding bar arrangements such as step beams. Furthermore, in order to fill the concave portion and flatten the floor surface, it is necessary to additionally perform floor reinforcement of the concave portion, concrete placement and the like. Therefore, there has been a problem that labor and cost required for attaching 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 problems described above.

(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) A steel staircase disclosed in the present specification is a steel staircase attached between a structure on an upper floor and a structure on a lower floor of a structure, and includes a pair of girders and the pair of girders. A plurality of treads supported in between, an upper fixing part for fixing the pair of girders to the upper floor case, and a lower fixing part for fixing the pair of girders to the lower case case, A lower fixing portion that is located between the pair of girders and has a through hole into which an anchor bolt protruding from the floor surface of the lower floor is inserted. According to this steel frame staircase, the lower fixing part is fixed to the anchor bolt protruding from the floor of the lower floor, so 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 beam parts, the lower fixing part fixed to the anchor bolt does not protrude from the floor surface of the lower floor outside the pair of beam parts, It can improve the fit. Therefore, it is not necessary to provide a recess in the lower housing to cover the lower fixing portion, and it is possible to reduce labor and cost required for mounting the steel steps.

(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 present steel frame staircase, the lower fixing part can be covered with the tread board, and the fit around the lower part of the steel frame staircase 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 step, the tread plate located above the lower fixing portion is provided with an opening penetrating in the vertical direction, and the steel step further has a lid portion for opening and closing the opening. It is good also as a structure. According to this steel frame staircase, an operator who performs the work of installing and fixing the lower fixing portion to the lower-level frame, installs it while visually observing the anchor bolt through the opening from above the tread, and nuts through the opening. Fixing work such as tightening can be performed, and the labor required to attach the steel stairs can be suppressed. In addition, according to the present steel frame staircase, since it has a lid part that opens and closes the opening, when using the steel staircase, the user who uses the steel staircase can safely move the steel staircase by closing the opening with the lid part. 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 steel frame staircase, further comprising a plurality of kick plates supported between the pair of girders, and the lower fixing portion is a lowermost tread arranged at the lowermost of the plurality of treads It is good also as a structure arrange | positioned rather than the lowest kick board arrange | positioned between the floor surface of the said lower floor and the said steel-steel staircase. According to the present steel staircase, the lower fixing portion can be covered using the kick plate, and the fit around the lower portion of the steel staircase can be further improved.

(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 on the other spar portion side of one spar portion of the pair of spar portions, and is disposed substantially parallel to the tread plate and the penetrating through. A first lower fixing part having a first flat part in which a hole is formed, and the one of the pair of girder parts, the other girder part being fixed to the surface of the one girder part side, and substantially parallel to the tread plate It is good also as a structure including the 2nd lower fixing | fixed part which has a 2nd plane part in which the said through-hole was formed while arrange | positioning. According to this steel frame staircase, one girder part of a pair of girder parts can be fixed to the lower floor frame using the first lower fixing part, and a pair of girder parts using the second lower fixing part. The other girder can be fixed to the lower frame.

(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 frame staircase, the lower fixing portion may be disposed below a lowermost tread that is disposed at a lowermost position among the plurality of treads. According to this steel frame staircase, the length of the anchor bolt that needs to be exposed from the floor of the lower floor is shortened as compared with the case where the lower fixing portion is disposed at the same height as or higher than the first tread. It is possible to reduce the labor and cost required for mounting the steel stairs.

(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 the present specification can be realized in various forms, for example, in the form of a method for manufacturing a steel staircase, a method for attaching a steel staircase, or the like. is there. The steel staircase mounting method disclosed in the present specification is a steel staircase mounting method in which a steel staircase is mounted between a structure on an upper floor and a floor on a lower floor of a structure, from the floor surface of the lower floor. Installation in which the steel staircase is installed on the lower floor housing 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 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 staircase 10 was 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 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Top view schematically showing the connection structure between the steel staircase 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 roughly the connection structure of the steel 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 stairs 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 10 鉄骨階段10の左側面図Left side view of 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. Structure 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 this 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 a steel staircase 10 is attached between a beam 60 on the second floor of the building 1 and a floor 50 on the first floor of the building 1. The beam 60 is an example of an upper-level frame, and the floor 50 is an example of a lower-level frame. FIG. 1 shows XYZ axes orthogonal to each other for specifying the direction. In this specification, for convenience, the X-axis positive direction is referred to as the right direction, the X-axis negative direction is referred to as the left direction, the Y-axis positive direction is referred to as the front direction, the Y-axis negative direction is referred to as the rear direction, and Z The positive axis direction is referred to as the upward direction, and the negative Z axis direction is referred to as the downward direction. The same applies to FIG.

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 beam portions 30 and a step plate portion 20. The pair of girders 30 includes a first girder 30 </ b> A disposed on the right side of the step plate 20 and a second gird 30 </ b> B disposed on the left of the step plate 20. The first girder 30A and the second girder 30B are made of steel plates. The first girder part 30A and the second girder part 30B include a girder center part 36 that is disposed obliquely from the rear lower side toward the front upper side, and a girder part that extends in the front direction from the upper end of the girder central part 36. The upper part 32 and the lower part 38 of the girder part extending rearward from the lower end of the central part 36 of the girder part. The lower end surface of the lower part of the girder part 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 girder upper part 32 functions as an upper fixing part that fixes the corresponding girder part 30 to the beam 60. FIG. 2 is an explanatory view schematically showing a connection structure between the steel staircase 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 beam 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 frame 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 are fixed by nut tightening or the like. Thereby, the girder upper part 32 and the beam 60 are fixed 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。   3 is a top view schematically showing a connection structure between the steel staircase 10 and the floor 50, and FIG. 4 is a cross-sectional view taken along the line IV-IV in FIG. As shown in FIGS. 3 and 4, each girder lower portion 38 is provided with a lower fixing portion 40 that fixes the corresponding girder portion 30 to the floor 50. The lower fixing part 40 includes a first lower fixing part 40A and a second lower fixing part 40B. 40 A of 1st lower fixing | fixed parts are joined to the surface of the 2nd spar part 30B side (left side) of the 1st spar part 30A by welding so that it may become substantially parallel to the lowermost tread 21X mentioned later. Further, the second lower fixing portion 40B is joined to the surface of the second girder portion 30B on the first girder portion 30A side (right side) by welding so as to be substantially parallel to the lowermost tread plate 21X. That is, the lower fixing portions 40A and 40B are arranged in the left-right direction on the second digit portion 30B side from the first digit portion 30A and on the first digit portion 30A side from the second digit portion 30B, that is, the pair of digit portions 30. Only on the inner side of the first digit portion 30A on the opposite side of the second digit portion 30B and on the opposite side of the second digit portion 30B from the first digit portion 30A, that is, a pair of It is not arranged outside the girder 30. The first lower fixing portion 40A is an example of a first plane portion, and the second lower fixing portion 40B is an example of a second plane 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 the floor 50 on which the steel staircase 10 is installed, and the tip of the anchor bolt 52 protrudes above the floor surface FL. In the steel staircase 10 of the present embodiment, when the first lower fixing portion 40A and the second lower fixing portion 40B are fixed 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 two through holes 42 of the second lower fixing portion 40B. Then, a washer 45 is inserted into the anchor bolt 52 protruding upward from the through hole 42, and screwed into the thread of the anchor bolt 52 from above the first lower fixing portion 40A and the second lower fixing portion 40B. A nut 44 to be engaged with a thread 46 of the anchor bolt 52 from below the first lower fixing portion 40A and the second lower fixing portion 40B, and 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 bolts 52 by tightening them.

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 made of a steel plate, and is joined between a pair of beam portions 30 by welding as shown in FIG. The step plate portion 20 includes a plurality of tread plates 21 provided substantially horizontally and a plurality of kick plates 22 provided with the upper side inclined rearward with respect to the vertical. The plurality of treads 21 are arranged at equal intervals in an oblique direction. The plurality of kick plates 22 are disposed between the adjacent tread plates 21. It should be noted that one of the plurality of kick plates 22 is disposed between the lowermost step plate 21 </ b> X and the floor 50 that are disposed on the lowermost side of the plurality of step plates 21. Hereinafter, the kick plate 22 disposed between the lowermost tread plate 21X and the floor 50 is referred to as the lowermost kick 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。   Openings 24 penetrating the lowermost tread 21X in the vertical direction are formed in the longitudinal direction of the lowermost tread 21X, that is, both end portions in the left-right direction. The steel staircase 10 also 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 portion of the lowermost tread plate 21X and a second opening 24B provided at the left end portion of the lowermost tread 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 a first hinge 26A. The second lid portion 28B is attached to the left side edge of the second opening 24B by a second hinge 26B. The top surfaces of the plurality of treads 21 including the lowermost tread 21 </ b> X are covered with a finishing material after the steel staircase 10 is attached to the building 1. Therefore, even if the openings 24A and 24B are formed in the lowermost tread 21X and the openings 24A and 24B are covered with the lid portions 28A and 28B, the appearance of the steel step 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 40 </ b> A and 40 </ b> B are disposed in the forward direction from the lowest kick plate 22 </ b> X, that is, on the ascending side of the steel step 10. Further, as shown in FIGS. 3 and 4, the lower fixing portions 40A and 40B are arranged below the lowermost tread 21X, and specifically, below the openings 24A and 24B provided in the lowermost tread 21X. Has been.

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 10:
Next, a method for attaching the steel staircase 10 for attaching the steel staircase 10 between the beam 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 process and the fixing process 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, an installation process is first performed. In the installation process, the steel staircase 10 is 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 respectively formed in the lower fixing portions 40A and 40B. . In the installation process, the lower fixing portions 40A and 40B are installed with the lid portions 28A and 28B provided on the lowermost tread 21X of the steel staircase 10 being opened. Thereby, the operator who performs an installation process can install the steel step 10 while visually checking the anchor bolt 52 and the lower fixing portions 40A and 40B from above the tread plate 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。   Note that the diameter of each through hole 42 is larger than the diameter of the corresponding anchor bolt 52. Therefore, even when an error occurs 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, and the steel staircase 10 can be installed. 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, a 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 thread of the anchor bolt 52 from above the lower fixing portions 40A, 40B, the lower fixing portion 40A, The lower fixing portions 40A and 40B are fixed to the anchor bolts 52 by tightening nuts 46 that are screwed into the threads of the anchor bolts 52 from below the lower fixing portions 40A and 40B. Thereby, the steel step 10 is fixed to the floor 50. In the fixing step, nuts are tightened on the anchor bolts 52 in a state where the lid portions 28A and 28B provided on the lowermost tread 21X of the steel staircase 10 are opened. Thereby, the operator who performs a fixing process can perform nut tightening from the upper side of the tread 21 via opening 24A, 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 staircase 10 that is an article according to the design. This article is a steel staircase 10 that is attached between the upper and lower casings of a structure. As shown in FIG. 1 and the like, the present article includes a pair of girders 30 and a stepped plate portion 20, and the floor surface of the lower floor is formed by lower fixing portions 40 </ b> A and 40 </ b> B formed between the pair of girders 30. It is fixed to an anchor bolt 52 protruding from As shown in FIG. 3, the lower fixing portions 40 </ b> A and 40 </ b> B are disposed between the lowermost step plate 21 </ b> X disposed at the lowermost of the plurality of step plates 21 included in the stepped plate portion 20 and the floor surface of the lower floor. It is arranged on the ascending side of the steel staircase 10 with respect to the lowermost kick plate 22X, and is arranged below the lowermost tread plate 21X as shown in FIG. The lower fixing portions 40A and 40B are flat plates made of steel plates, and are disposed so as to be substantially parallel to the lowermost tread plate 21X. Two through holes 42 into which two of the four anchor bolts 52 are inserted are respectively formed in the lower fixing portions 40A and 40B. In FIGS. 5 to 10, a part represented by a solid line is a design 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 this 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 frame staircase 10 of the present embodiment, the lower fixing portions 40A and 40B are arranged only inside the pair of girders 30, and members including the lower fixing portions 40A and 40B exist outside the pair of girders 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 and cover the lower fixing portions 40A and 40B. For example, when the floor 50 is made of reinforced concrete, in order to provide a recess in the floor 50, in order to generate a step in the floor 50, it is necessary to perform step reinforcement that adds a reinforcement such as a stepped beam. Furthermore, in order to fill the recess and flatten the floor 50, it is necessary to additionally perform floor reinforcement in the recess, concrete placement, and the like. Therefore, the labor and cost required for mounting the steel staircase 10 increase. In the steel frame staircase 10 of this embodiment, since it is not necessary to provide a recessed part, the effort and cost required for attachment of the steel frame staircase 10 can be suppressed.

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 disposed below the lowermost tread plate 21X. Therefore, the lower fixing portions 40A and 40B can be covered using the lowest tread 21X, and the lower periphery of the steel staircase 10 can be improved. Further, since the lower fixing portions 40A and 40B are disposed below the lowermost tread plate 21X, the floor fixing portions 40A and 40B are disposed at the same height as or higher than the lowermost tread 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 tread 21X is provided with openings 24A and 24B penetrating in the vertical direction. Therefore, an operator who performs the work of installing and fixing the lower fixing portions 40A and 40B on the floor 50 installs the anchor bolts 52 while visually observing the anchor bolts 52 from above the treads 21 through the openings 24A and 24B. The fixing work such as nut tightening can be performed via Therefore, compared with the case where the said operator dives under the tread board 21 and performs work, the said worker can suppress the effort which the steel frame staircase 10 requires for attachment.

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 ascending side of the steel staircase 10 with respect to the lowermost kick plate 22X. Therefore, lower fixing part 40A, 40B can be covered using the lowest kick board 22X, and the accommodation of the lower periphery of the steel frame staircase 10 can be improved further.

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 part 40 includes a first lower fixing part 40A and a second lower fixing part 40B. Therefore, the first girder part 30A can be fixed to the floor 50 using the first lower fixing part 40A, and the second girder part 30B can be fixed to the floor 50 using the second lower fixing part 40B. Further, since the lower fixing portions 40A and 40B are configured by flat plates, the anchor bolts 52 are inserted into the through holes 42 formed in the lower fixing portions 40A and 40B, and tightened with nuts, thereby lowering the anchor bolts 52 to the lower portions. 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. Variations:
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 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 said embodiment, although the steel structure building was illustrated as a structure, a structure of a reinforced concrete structure may be sufficient as a structure, and structures other than a building may be sufficient as it. Moreover, although the steel stairs attached between the first floor and the second floor of the building were illustrated as the steel stairs, the steel stairs may be attached between the second floor and the third floor of the building. It may be attached to a higher floor.

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 embodiment, as a method of fixing the steel staircase to the upper frame, an example in which the upper part 32 of the pair of girders 30 and the mounting plate 62 attached to the beam 60 are fixed by the bolts 66 is shown. However, the upper part 32 and the attachment plate 62 may be fixed by welding. Further, although the steel staircase upper part 32 which is the upper end of the steel frame staircase is illustrated as an example where the beam upper part 32 does not reach the beam 60, the girder upper part 32 extends to the upper part of the beam 60. May be.

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 said embodiment, although lower fixing | fixed part 40A, 40B is comprised with the flat plate, it is not restricted to this, The cross section orthogonal to the front-back direction may be comprised with the L-shaped plate. In this case, in the lower fixing portions 40A and 40B, a 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 beam 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 embodiment, the lower fixing portions 40A and 40B are arranged below the lowermost tread 21X, but the present invention is not limited to this, and may be arranged below the treads 21 other than the lowermost tread 21X. In this case, the lower fixing portions 40A and 40B may be arranged at the same height as or higher than the lowermost tread plate 21X, and the tread plate provided with the openings 24A and 24B based on the arrangement of the lower fixing portions 40A and 40B. 21 may be changed as appropriate. Further, for example, the lower fixing portions 40A and 40B are provided below the relatively upper tread 21 among the plurality of treads 21, and the operator can easily perform work without the openings 24A and 24B. In some cases, 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。   In the above-described embodiment, the openings 24A and 24B are arranged below the lower fixing portions 40A and 40B. However, the openings 24A and 24B 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 bottom if they are provided in a range in which an operator can extend the arm from above the tread plate 21 through the openings 24A and 24B and perform fixing work such as nut tightening. There is no need to be disposed above the portions 40A and 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 said embodiment, although the step board part 20 is supposed to be provided with the some kick board 22, it is not restricted to this, The step board part 20 does not need to be provided with the kick board 22. FIG.

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 each of the pair of beam portions 30, but is not limited thereto. For example, the lower fixing portion 40 may be configured by a continuous steel plate supported between the pair of beam 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 board 21: Tread 21X: Bottom tread 22: Kick board 22X: Bottom tick 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 (7)

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、鉄骨階段。
A steel staircase attached between the upper and lower floors of the structure,
A pair of girders,
A plurality of treads supported between the pair of girders,
An upper fixing portion for fixing the pair of girders to the upper-level frame;
A lower fixing portion for fixing the pair of girders to the lower-level frame, and a through hole into which an anchor bolt protruding from the floor surface of the lower floor is inserted and located between the pair of girders. A steel staircase comprising: a lower fixing portion formed;
請求項1に記載の鉄骨階段であって、
前記下部固定部は、前記踏板の下方に配置される、鉄骨階段。
A steel staircase according to claim 1,
The lower fixing part is a steel staircase disposed below the tread.
請求項2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。
A steel staircase according to claim 2,
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 staircase having a lid for opening and closing the opening.
請求項1から請求項3までのいずれか一項に記載の鉄骨階段であって、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、鉄骨階段。
The steel staircase according to any one of claims 1 to 3, further comprising:
A plurality of kick plates supported between the pair of girders,
The lower fixing portion is disposed on the ascending side of the steel stairs with respect to the bottom kick plate disposed between the lowermost floor plate disposed at the lowermost of the plurality of floor plates and the floor surface of the lower floor. Steel frame staircase.
請求項1から請求項4までのいずれか一項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。
It is a steel step according to any one of claims 1 to 4,
The lower fixing part is
A first lower portion having a first flat surface portion fixed to the surface of the other spar portion of the pair of spar portions and disposed substantially parallel to the tread plate and having the through hole formed therein. A fixed part;
A second plane part fixed to the surface of the one of the pair of girder parts on the side of the one girder part and disposed substantially parallel to the tread plate and having a through hole formed therein. 2 steel steps including a lower fixing part.
請求項1から請求項5までのいずれか一項に記載の鉄骨階段であって、
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、鉄骨階段。
A steel step according to any one of claims 1 to 5,
The lower fixing portion is a steel step, which is disposed below a lowermost tread disposed among the plurality of treads.
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、鉄骨階段の取り付け方法。
A method for attaching a steel staircase to attach a steel staircase between a structure on an upper floor and a structure on a lower floor,
The steel staircase is connected to the lower floor so that the anchor bolt protruding from the floor surface of the lower floor is inserted into a through hole formed in a lower fixing portion located between a pair of girders of the steel staircase. An installation process for installing the housing;
A fixing step of fixing the lower fixing portion to the anchor bolt.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110428720A (en) * 2019-07-16 2019-11-08 山东工业职业学院 A kind of detachable stair step applied to entity architectural construction model
CN113026959A (en) * 2019-12-24 2021-06-25 成都建工第二建筑工程有限公司 Installation method of prefabricated staircase

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110428720A (en) * 2019-07-16 2019-11-08 山东工业职业学院 A kind of detachable stair step applied to entity architectural construction model
CN110428720B (en) * 2019-07-16 2021-08-10 山东工业职业学院 Detachable stair step applied to solid building structure model
CN113026959A (en) * 2019-12-24 2021-06-25 成都建工第二建筑工程有限公司 Installation method of prefabricated staircase
CN113026959B (en) * 2019-12-24 2022-11-04 成都建工第二建筑工程有限公司 Installation method of prefabricated staircase

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