JP7506595B2 - How to renovate a stairwell - Google Patents

How to renovate a stairwell Download PDF

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JP7506595B2
JP7506595B2 JP2020212452A JP2020212452A JP7506595B2 JP 7506595 B2 JP7506595 B2 JP 7506595B2 JP 2020212452 A JP2020212452 A JP 2020212452A JP 2020212452 A JP2020212452 A JP 2020212452A JP 7506595 B2 JP7506595 B2 JP 7506595B2
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staircase
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wall
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達彦 前田
幸弘 島野
哲也 枡井
貴大 中条
良平 堀
潤 勝野
賢太郎 森田
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Takenaka Corp
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Description

本発明は、階段部と踊り場とを有する階段室の改修方法。 The present invention is a method for renovating a stairwell that has a stair section and a landing.

従来、下階フロア等の下階側と踊り場とを繋ぐ下側階段部と、上階フロア等の上階側と踊り場とを繋ぐ上側階段部とを有し、下側階段部と上側階段部とが踊り場にて折り返す状態で延びるように配設された階段室が知られている(例えば、特許文献1参照)。 Conventionally, there is known a staircase that has a lower stair section that connects a lower floor (such as a lower floor) to a landing, and an upper stair section that connects an upper floor (such as an upper floor) to the landing, and that is arranged so that the lower stair section and the upper stair section extend in a manner that turns around at the landing (see, for example, Patent Document 1).

特開2018-184704号公報JP 2018-184704 A

このような階段室では、矩形状の踊り場の4辺のうち、1辺に対して下側階段部と上側階段部が隣接して並ぶ状態で配設され、残りの3辺が壁部等で覆われている。例えば、建物を耐震補強する等のために階段室を改修する際に、踊り場において、下側階段部と上側階段部が配設される手前側とは反対側の奥側の壁部を補強したい場合がある。 In this type of stairwell, the lower and upper stairwell sections are arranged side by side along one of the four sides of the rectangular landing, and the remaining three sides are covered by walls or the like. For example, when renovating a stairwell to reinforce a building against earthquakes, it may be necessary to reinforce the wall at the back of the landing, opposite the front side where the lower and upper stairwell sections are arranged.

踊り場の奥側の壁部を補強するためには、例えば、奥側の壁部に対して補強物を設置するためのスペース等、踊り場の奥側の端部に補強スペースを確保する必要がある。しかしながら、踊り場の奥側の端部に補強スペースを確保すれば、奥行方向での踊り場の幅が小さくなり、踊り場として確保すべき最低幅を確保できなくなってしまう。よって、踊り場の奥側の壁部等を補強する等の改修を行うことができなくなる可能性があった。 In order to reinforce the wall at the back of the landing, it is necessary to secure reinforcing space at the back end of the landing, for example, space to install reinforcement against the back wall. However, if reinforcing space is secured at the back end of the landing, the width of the landing in the depth direction will be reduced, and the minimum width required for a landing will not be secured. This may have made it impossible to carry out renovations such as reinforcing the wall at the back of the landing.

この実情に鑑み、本発明の主たる課題は、踊り場の奥側の壁部を補強する等の改修を行うことができる階段室の改修方法を提供する点にある。 In light of this situation, the main objective of the present invention is to provide a method for renovating a stairwell that allows for renovations such as reinforcing the wall at the back of the landing.

本発明の第1特徴構成は、下階側と踊り場とを繋ぐ下側階段部と、上階側と前記踊り場とを繋ぐ上側階段部とが備えられ、前記下側階段部と前記上側階段部とが前記踊り場にて折り返す状態で延びるように配設された階段室を改修する階段室の改修方法において、
前記踊り場において、前記下側階段部及び前記上側階段部が配設された側を手前側とし、且つ、その反対側を奥側として、
前記下側階段部及び前記上側階段部において前記踊り場に隣接する一部を撤去し、その撤去部位まで前記踊り場を手前側に拡大させ、前記踊り場の奥側の端部に補強スペースを確保する補強スペース確保工程と、
前記踊り場に前記下側階段部及び前記上側階段部において撤去部位に対応する階段部を設けて、前記踊り場を廻り階段部として備える廻り階段部構築工程とを行う点にある。
A first characteristic configuration of the present invention is a method for renovating a staircase, which is provided with a lower staircase section connecting a lower floor side and a landing, and an upper staircase section connecting an upper floor side and the landing, and is arranged so that the lower staircase section and the upper staircase section extend in a state of turning back at the landing,
In the landing, the side where the lower staircase and the upper staircase are arranged is the front side, and the opposite side is the back side,
A reinforcement space securing process of removing a portion of the lower staircase portion and the upper staircase portion adjacent to the landing, expanding the landing to the removed portion, and securing a reinforcement space at the rear end of the landing;
The present invention provides a circular staircase construction process in which a staircase corresponding to the removed portions of the lower staircase and the upper staircase is provided on the landing, and the landing is provided as a circular staircase.

本構成によれば、補強スペース確保工程を行うことで、踊り場の奥側の端部における補強スペースを活用して、踊り場の奥側の壁部を補強することができる。しかも、下側階段部及び上側階段部において踊り場に隣接する一部を撤去し、その撤去部位まで踊り場を手前側に拡大させるので、奥行方向での踊り場の幅が小さくなるのを防止して、踊り場として確保すべき最低幅を確保することができる。更に、廻り階段部構築工程を行うことで、踊り場に下側階段部及び上側階段部の撤去部位に対応する階段部を設けて、踊り場を廻り階段部として備えることができるので、撤去された階段部を廻り階段として確保することができる。このようにして、踊り場の奥側の端部における補強スペースを活用して、踊り場の奥側の壁部の補強を行うことができながら、踊り場としても奥行方向での最低幅を確保して廻り階段部として備えることができるので、踊り場の奥側の壁部を補強する等の改修を好適に行うことができる。 According to this configuration, by performing the reinforcing space securing process, the reinforcing space at the rear end of the landing can be utilized to reinforce the rear wall of the landing. Moreover, by removing a portion of the lower staircase and the upper staircase adjacent to the landing and expanding the landing to the removed portion, the width of the landing in the depth direction can be prevented from becoming narrower and the minimum width that should be secured as a landing can be secured. Furthermore, by performing the spiral staircase construction process, a staircase corresponding to the removed portion of the lower staircase and the upper staircase can be provided on the landing as a spiral staircase, so that the removed staircase can be secured as a spiral staircase. In this way, the reinforcing space at the rear end of the landing can be utilized to reinforce the rear wall of the landing, while the landing can be provided as a spiral staircase with the minimum width in the depth direction secured. Therefore, it is possible to suitably carry out renovations such as reinforcing the rear wall of the landing.

本発明の第2特徴構成は、前記踊り場の奥側の端部において、既設の壁部の内側に前記補強スペースを活用して補強壁部を増打ちして既設の壁部を補強する壁部補強工程を行う点にある。 The second characteristic feature of the present invention is that a wall reinforcement process is carried out at the rear end of the landing, in which the reinforcement space is utilized to reinforce the existing wall by building additional reinforcement walls inside the existing wall.

本構成によれば、踊り場の奥側の端部において、補強スペースを活用して既設の壁部の内側に補強壁部を増打ちすることで、既設の壁部を補強することができるので、踊り場の奥側の既設の壁部を利用しながら、その踊り場の奥側の壁部を適切に補強することができる。 According to this configuration, the existing wall can be reinforced by utilizing the reinforcement space at the rear end of the landing to install additional reinforcing wall sections inside the existing wall section, so that the existing wall section at the rear of the landing can be appropriately reinforced while still utilizing the existing wall section at the rear of the landing.

(A)は、既設の階段室を示す階段室の平面図、(B)は、補強スペース確保工程を示す階段室の平面図(A) is a plan view of the existing stairwell, and (B) is a plan view of the stairwell showing the process of securing reinforcement space. (A)は、壁部補強工程を示す階段室の平面図、(B)は、廻り階段部構築工程を示す階段室の平面図(A) is a plan view of a staircase showing a wall reinforcement process, and (B) is a plan view of a staircase showing a spiral staircase construction process. 改修後の階段室を示す斜視図A perspective view of the staircase after renovation

本発明に係る階段室の改修方法の実施形態について図面に基づいて説明する。
既存の階段室1は、図1(A)に示すように、下階フロア等の下階側と踊り場4とを繋ぐ下側階段部2と、上階フロア等の上階側と踊り場4とを繋ぐ上側階段部3とを有し、下側階段部2と上側階段部3とが踊り場4にて折り返す状態で延びるように配設されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a staircase renovation method according to the present invention will be described with reference to the drawings.
As shown in Figure 1 (A), the existing staircase 1 has a lower staircase section 2 that connects the lower floor side, such as a lower floor, to a landing 4, and an upper staircase section 3 that connects the upper floor side, such as an upper floor, to the landing 4, and is arranged so that the lower staircase section 2 and the upper staircase section 3 extend in a manner that turns around at the landing 4.

踊り場4は、平面視で矩形状に形成され、矩形状の踊り場4の4辺のうち、1辺に対して下側階段部2と上側階段部3が隣接して並ぶ状態で配設され、残りの3辺が壁部5~7で覆われている。以下、踊り場4において、下側階段部2及び上側階段部3が配設された側を手前側(図1及び図2の左側)とし、且つ、その反対側を奥側(図1及び図2の右側)として説明する。 The landing 4 is formed in a rectangular shape in a plan view, with the lower staircase section 2 and the upper staircase section 3 arranged adjacent to one of the four sides of the rectangular landing 4, and the remaining three sides being covered by walls 5 to 7. In the following description, the side of the landing 4 on which the lower staircase section 2 and the upper staircase section 3 are arranged will be referred to as the front side (the left side in Figures 1 and 2), and the opposite side will be referred to as the back side (the right side in Figures 1 and 2).

踊り場4の奥行方向視での左右方向(図2及び図3の上下方向)において、下側階段部2が配設される側の第1側壁部5は、踊り場4の側部の1辺、及び、その1辺に連続して延びる下側階段部2の側部を覆う状態で延設されている。踊り場4の奥行方向視での左右方向(図1及び図2の上下方向)において、上側階段部3が配設される側の第2側壁部6は、踊り場4の側部の1辺、及び、その1辺に連続して延びる上側階段部3の側部を覆う状態で延設されている。踊り場4の奥側の奥側壁部7は、踊り場4の奥側の1辺を覆う状態で延設されている。 In the left-right direction when viewed from the depth direction of the landing 4 (the up-down direction in Figs. 2 and 3), the first side wall 5 on the side where the lower stair section 2 is arranged extends to cover one side of the side of the landing 4 and the side of the lower stair section 2 that extends continuously from that side. In the left-right direction when viewed from the depth direction of the landing 4 (the up-down direction in Figs. 1 and 2), the second side wall 6 on the side where the upper stair section 3 is arranged extends to cover one side of the side of the landing 4 and the side of the upper stair section 3 that extends continuously from that side. The rear wall 7 on the rear side of the landing 4 extends to cover one side of the rear of the landing 4.

この実施形態では、建物を耐震補強するために、図1(A)に示す既設の階段室1において、踊り場4の奥側の奥側壁部7を補強する等の改修(図3参照)を行っている。ちなみに、図3は、踊り場4の奥側の奥側壁部7を補強する改修を行った後の状態を示している。そして、階段室の改修方法としては、補強スペース確保工程(図1(B)参照)と壁部補強工程(図2(A)参照)と廻り階段部構築工程(図2(B)参照)との各工程を行うことで、踊り場4の奥側の奥側壁部7を補強している。 In this embodiment, in order to reinforce the earthquake resistance of a building, the existing staircase 1 shown in Figure 1 (A) is renovated (see Figure 3) to reinforce the rear wall 7 at the rear of the landing 4. Incidentally, Figure 3 shows the state after renovation to reinforce the rear wall 7 at the rear of the landing 4. The method of renovating the staircase is to reinforce the rear wall 7 at the rear of the landing 4 by carrying out the steps of securing a reinforcing space (see Figure 1 (B)), reinforcing the wall (see Figure 2 (A)), and constructing the circular staircase (see Figure 2 (B)).

補強スペース確保工程では、図1(B)に示すように、下側階段部2及び上側階段部3において踊り場4に隣接する一部を撤去し、その撤去部位まで踊り場4を手前側に拡大させ、踊り場4の奥側の端部に補強スペース8を確保している。階段部の撤去について、例えば、下側階段部2において踊り場4に隣接する最上段の1段(図1(A)中、2aにて示す1段)だけ撤去し、上側階段部3において踊り場4に隣接する最下段の1段(図1(A)中、3aにて示す1段)だけ撤去している。また、下側階段部2と上側階段部3との間の壁部についても、1段分撤去している。このように階段部を撤去することで、踊り場4を手前側に拡大させる範囲を、下側階段部2側では、最上段から2段目までの範囲とし、上側階段部3側では、最下段から2段目までの範囲とすることができる。これにより、踊り場4の手前側の端部を階段部1段分(図1(A)及び(B)にて示す幅B)だけ手前側に拡大させて、踊り場4の奥側の端部には、階段部1段分の補強スペース8(図1(B)において、奥側壁部7から点線までのスペース)を確保することができる。よって、奥行方向での踊り場4の幅について、図1(B)において、補強スペース8を除いた状態での奥行方向の踊り場4の幅A2が、図1(A)に示す既設の階段室1における奥行方向の踊り場4の幅A1よりも小さくなるのを防止して、踊り場4として確保すべき最低幅を確保することができる。 In the reinforcement space securing process, as shown in FIG. 1B, a part of the lower staircase section 2 and the upper staircase section 3 adjacent to the landing 4 is removed, and the landing 4 is expanded forward to the removed part, and a reinforcement space 8 is secured at the rear end of the landing 4. For example, in the removal of the staircase section, only the top step adjacent to the landing 4 in the lower staircase section 2 (the step indicated by 2a in FIG. 1A) is removed, and only the bottom step adjacent to the landing 4 in the upper staircase section 3 (the step indicated by 3a in FIG. 1A) is removed. In addition, one step of the wall between the lower staircase section 2 and the upper staircase section 3 is also removed. By removing the staircase section in this way, the range in which the landing 4 is expanded forward can be set to the range from the top step to the second step on the lower staircase section 2 side, and the range from the bottom step to the second step on the upper staircase section 3 side. This allows the front end of the landing 4 to be expanded forward by one stair step (width B shown in Figs. 1(A) and (B)), and a reinforcing space 8 for one stair step can be secured at the rear end of the landing 4 (the space from the rear wall 7 to the dotted line in Fig. 1(B)). Therefore, regarding the width of the landing 4 in the depth direction, the width A2 of the landing 4 in the depth direction excluding the reinforcing space 8 in Fig. 1(B) can be prevented from becoming smaller than the width A1 of the landing 4 in the depth direction in the existing staircase 1 shown in Fig. 1(A), and the minimum width that should be secured for the landing 4 can be secured.

壁部補強工程では、図2(A)に示すように、踊り場4の奥側の端部において、既設の奥側壁部7の内側に補強スペース8を活用して補強壁部10を増打ちして既設の奥側壁部7を補強している。このように、奥側壁部7の内側に補強壁部10が増打ちされるので、補強壁部10が手前側の補強スペース8に張り出す状態で備えられ、奥側壁部7を好適に補強することができる。 In the wall reinforcement process, as shown in FIG. 2(A), the reinforcement space 8 is utilized to reinforce the existing rear wall 7 at the rear end of the landing 4 by building additional reinforcement wall 10 on the inside of the existing rear wall 7 to reinforce the existing rear wall 7. In this way, the reinforcement wall 10 is built on the inside of the rear wall 7, so that the reinforcement wall 10 is provided in a state where it overhangs the front reinforcement space 8, and the rear wall 7 can be suitably reinforced.

廻り階段部構築工程では、図2(B)に示すように、踊り場4に下側階段部2及び上側階段部3において撤去部位に対応する階段部を設けて、踊り場4を廻り階段部9として備えている。補強スペース確保工程では、下側階段部2及び上側階段部3の夫々について1段ずつ撤去しているので、廻り階段部構築工程では、踊り場4において、下側階段部2側の1段9aと上側階段部3側の1段9bと元々の踊り場4の高さの1段9cとの合計3段分の階段部が設けられ、踊り場4が廻り階段部9として備えられている。 In the circular staircase construction process, as shown in FIG. 2(B), staircases corresponding to the removed areas of the lower staircase 2 and the upper staircase 3 are provided on the landing 4, and the landing 4 is provided as a circular staircase 9. In the reinforcing space securing process, one step is removed from each of the lower staircase 2 and the upper staircase 3, so in the circular staircase construction process, a total of three staircases are provided on the landing 4: one step 9a on the lower staircase 2 side, one step 9b on the upper staircase 3 side, and one step 9c at the original height of the landing 4, and the landing 4 is provided as a circular staircase 9.

この階段室の改修方法では、上述の如く、補強スペース確保工程と壁部補強工程と廻り階段部構築工程とを行うが、その施工順序について、例えば、図1(B)、図2(A)、図2(B)に示すように、補強スペース確保工程、壁部補強工程、廻り階段部構築工程の順に施工することができる。このように、補強スペース確保工程及び廻り階段部構築工程の施工順序については、補強スペース確保工程を先行して行い、その後、廻り階段部構築工程を後行して行うことになる。壁部補強工程については、その施工順序を適宜変更することができ、上述の如く、補強スペース確保工程と廻り階段部構築工程との間にて行うものに限らず、補強スペース確保工程、廻り階段部構築工程の順に行った後、最後に行ったり、補強スペース確保工程や廻り階段部構築工程と併行して行うこともできる。 In this staircase renovation method, as described above, the reinforcement space securing process, wall reinforcement process, and circular staircase construction process are performed, but the construction order can be, for example, as shown in Figures 1(B), 2(A), and 2(B) in the order of reinforcement space securing process, wall reinforcement process, and circular staircase construction process. In this way, the reinforcement space securing process and circular staircase construction process are performed in the order of the reinforcement space securing process, followed by the circular staircase construction process. The construction order of the wall reinforcement process can be changed as appropriate, and is not limited to being performed between the reinforcement space securing process and the circular staircase construction process as described above, but can also be performed last after the reinforcement space securing process and the circular staircase construction process, or can be performed in parallel with the reinforcement space securing process and the circular staircase construction process.

〔別実施形態〕
本発明の他の実施形態について説明する。尚、以下に説明する各実施形態の構成は、それぞれ単独で適用することに限らず、他の実施形態の構成と組み合わせて適用することも可能である。
[Another embodiment]
Other embodiments of the present invention will be described below. Note that the configurations of the embodiments described below are not limited to being applied alone, but may also be applied in combination with the configurations of other embodiments.

(1)上記実施形態では、壁部補強工程を行うことで、踊り場4の奥側の端部において、既設の奥側壁部7の内側に補強スペース8を活用して補強壁部10を増打ちして既設の奥側壁部7を補強しているが、奥側壁部7をどのようにして補強するかは適宜変更することができる。 (1) In the above embodiment, the wall reinforcement process is performed to reinforce the existing rear wall 7 at the rear end of the landing 4 by adding reinforcement wall 10 inside the existing rear wall 7 using the reinforcement space 8, but the way in which the rear wall 7 is reinforced can be changed as appropriate.

(2)上記実施形態では、補強スペース確保工程において、下側階段部2において踊り場4に隣接する最上段の1段だけ撤去し、上側階段部3において踊り場4に隣接する最下段の1段だけ撤去しているが、例えば、補強スペース8としてどれぐらいのスペースを確保するかに応じて、下側階段部2及び上側階段部3の何段分を撤去するかは適宜変更が可能である。 (2) In the above embodiment, in the reinforcement space securing process, only the top step adjacent to the landing 4 in the lower staircase section 2 is removed, and only the bottom step adjacent to the landing 4 in the upper staircase section 3 is removed. However, the number of steps removed in the lower staircase section 2 and the upper staircase section 3 can be changed as appropriate depending on, for example, how much space is to be secured as the reinforcement space 8.

2 下側階段部
3 上側階段部
4 踊り場
8 補強スペース
9 廻り階段部
10 補強壁部
2 Lower staircase 3 Upper staircase 4 Landing 8 Reinforcement space 9 Circumferential staircase 10 Reinforcement wall

Claims (2)

下階側と踊り場とを繋ぐ下側階段部と、上階側と前記踊り場とを繋ぐ上側階段部とが備えられ、前記下側階段部と前記上側階段部とが前記踊り場にて折り返す状態で延びるように配設された階段室を改修する階段室の改修方法において、
前記踊り場において、前記下側階段部及び前記上側階段部が配設された側を手前側とし、且つ、その反対側を奥側として、
前記下側階段部及び前記上側階段部において前記踊り場に隣接する一部を撤去し、その撤去部位まで前記踊り場を手前側に拡大させ、前記踊り場の奥側の端部に補強スペースを確保する補強スペース確保工程と、
前記踊り場に前記下側階段部及び前記上側階段部において撤去部位に対応する階段部を設けて、前記踊り場を廻り階段部として備える廻り階段部構築工程とを行う階段室の改修方法。
A method for renovating a staircase, which is provided with a lower staircase section connecting a lower floor side and a landing, and an upper staircase section connecting an upper floor side and the landing, and is arranged so that the lower staircase section and the upper staircase section extend in a turning back state at the landing,
In the landing, the side where the lower staircase and the upper staircase are arranged is the front side, and the opposite side is the back side,
A reinforcement space securing process of removing a portion of the lower staircase portion and the upper staircase portion adjacent to the landing, expanding the landing to the removed portion, and securing a reinforcement space at the rear end of the landing;
A method for renovating a staircase, comprising a process of constructing a circular staircase by providing the landing with staircase sections corresponding to the removed portions of the lower staircase section and the upper staircase section, and providing the landing as a circular staircase section.
前記踊り場の奥側の端部において、既設の壁部の内側に前記補強スペースを活用して補強壁部を増打ちして既設の壁部を補強する壁部補強工程を行う請求項1に記載の階段室の改修方法。 The method for renovating a stairwell as described in claim 1, in which a wall reinforcement process is carried out at the rear end of the landing, utilizing the reinforcement space to reinforce the existing wall by building additional reinforcement walls inside the existing wall.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001349089A (en) 2000-06-06 2001-12-21 Takenaka Komuten Co Ltd Base isolation structure of building
JP2005076262A (en) 2003-08-29 2005-03-24 Ohbayashi Corp Earthquake-resistant reinforcing structure of building and earthquake-resistant reinforcing method of building
JP2013087427A (en) 2011-10-13 2013-05-13 Taisei Corp Earthquake strengthening structure of building
JP2018184704A (en) 2017-04-24 2018-11-22 ミサワホーム株式会社 Staircase handrail and staircase room

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2001349089A (en) 2000-06-06 2001-12-21 Takenaka Komuten Co Ltd Base isolation structure of building
JP2005076262A (en) 2003-08-29 2005-03-24 Ohbayashi Corp Earthquake-resistant reinforcing structure of building and earthquake-resistant reinforcing method of building
JP2013087427A (en) 2011-10-13 2013-05-13 Taisei Corp Earthquake strengthening structure of building
JP2018184704A (en) 2017-04-24 2018-11-22 ミサワホーム株式会社 Staircase handrail and staircase room

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