JP2019210630A - Hanging structure and method for constructing the same - Google Patents

Hanging structure and method for constructing the same Download PDF

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JP2019210630A
JP2019210630A JP2018105199A JP2018105199A JP2019210630A JP 2019210630 A JP2019210630 A JP 2019210630A JP 2018105199 A JP2018105199 A JP 2018105199A JP 2018105199 A JP2018105199 A JP 2018105199A JP 2019210630 A JP2019210630 A JP 2019210630A
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wall
hole
plate
insert
insertion body
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JP7038007B2 (en
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雄輝 高田
Yuki Takada
雄輝 高田
雅史 鈴木
Masashi Suzuki
雅史 鈴木
秀俊 ▲高▼山
秀俊 ▲高▼山
Hidetoshi Takayama
豪人 熊野
Toshihito Kumano
豪人 熊野
和宏 佐分利
Kazuhiro Saburi
和宏 佐分利
貴博 木戸
Takahiro Kido
貴博 木戸
隆康 出口
Takayasu Deguchi
隆康 出口
隆範 甲斐
Takanori Kai
隆範 甲斐
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

To provide a hanging structure capable of improving workability together with design properties and a method for constructing the same.SOLUTION: A hanging structure according to the present invention includes an RC wall 1 having a through hole 2, an insertion body 4 inserted into the through hole 2, and a filling body 6 filled in a gap between the inner wall surface of the through hole 2 and the insertion body 4. The insertion body 4 protrudes from the front side of the RC wall, and a plate 5 joined to the insertion body 4 and extending along the rear side of the RC wall 1 is disposed on the back side of the RC wall 1.SELECTED DRAWING: Figure 2

Description

本発明は、例えばささら桁を持たない跳ねだし階段等の跳ねだし構造物及びその構築方法に関する。   The present invention relates to a jumping structure such as a jumping staircase that does not have a girder, and a method for constructing the same.

外観をすっきりさせ意匠性を向上させたいといった理由等により、跳ねだし階段にささら桁を持たせないようにするには、それなりの工夫が必要になる。例えば、特許文献1には、複数個の踏板のそれぞれを、踏板の一端部から他端部方向に該踏板の全長の1/2以内の位置で、踏板支持体により下方から支持し、さらに踏板支持体を第1被覆パネルで隠ぺいする階段構造が開示されている。   For reasons such as clearing the appearance and improving the design, it is necessary to devise some means to prevent the jumping stairs from having a further girder. For example, in Patent Document 1, each of a plurality of treads is supported from below by a tread plate support at a position within one half of the total length of the tread from one end of the tread to the other end. A staircase structure is disclosed in which the support is concealed with a first covering panel.

特開2006−132240号公報JP 2006-132240 A

しかし、上記階段構造では、階段状の踏板支持体や第1被覆パネルを用いることから、その施工が複雑化する問題がある。   However, in the said staircase structure, since a stair-like step board support body and a 1st coating | coated panel are used, there exists a problem which the construction becomes complicated.

また、RC壁(RC外壁)に支持される跳ねだし階段(外部跳ねだし階段)にささら桁を持たせないようにする場合には、RC壁の打設時に鉄骨階段自体を跳ねだしのまま躯体打ち込みとすることが考えられるが、この方法には、型枠が複雑になり、打設時に精度が確保しづらいという欠点がある。   In addition, when it is desired not to give the girders to the jumping staircase (external jumping staircase) supported by the RC wall (RC outer wall), the steel staircase itself is kept bouncing when the RC wall is placed. However, this method has a drawback that the formwork becomes complicated and it is difficult to ensure the accuracy when placing.

なお、以上は、跳ねだし階段に限らず、他の跳ねだし構造物についても同様である。   The above is not limited to the jumping staircase, and the same applies to other jumping structures.

本発明は、意匠性とともに施工性をも向上させることを可能とする跳ねだし構造物及びその構築方法を提供することを目的とする。   An object of this invention is to provide the spring structure and its construction method which make it possible to improve workability as well as design properties.

上記目的を達成するために、本発明に係る跳ねだし構造物は、貫通孔を有するRC壁と、前記貫通孔に差し込まれる差し込み体と、前記貫通孔の内壁面と前記差し込み体との隙間に充填された充填体とを具備する(請求項1)。   In order to achieve the above-described object, the spring structure according to the present invention includes an RC wall having a through hole, an insert inserted into the through hole, and a gap between the inner wall surface of the through hole and the insert. (1).

上記跳ねだし構造物において、前記差し込み体は、前記RC壁の表側から突出し、前記RC壁の裏側には、前記差し込み体に接合され、該RC壁の裏側に沿って延びるプレートが配置されていてもよい(請求項2)。   In the spring structure, the insert protrudes from the front side of the RC wall, and a plate that is joined to the insert and extends along the back side of the RC wall is disposed on the back side of the RC wall. (Claim 2).

上記跳ねだし構造物は、跳ねだし階段とすることができる(請求項3)。   The spring structure may be a spring staircase (Claim 3).

一方、本発明に係る跳ねだし構造物の構築方法は、請求項1〜3の何れか一項に記載の跳ねだし構造物の構築方法であって、前記RC壁の打設時に、前記貫通孔を形成するためのスリーブを設置し、脱型後、前記RC壁の表側に突出するように前記貫通孔に前記差し込み体が差し込まれ、前記RC壁の裏側にプレートが固定され、かつ、前記差し込み体と前記プレートとが接合された状態となるようにし、前記貫通孔の内壁面と前記差し込み体との隙間に充填体を充填する(請求項4)。   On the other hand, the construction method of the spring structure according to the present invention is the construction method of the spring structure according to any one of claims 1 to 3, wherein the through-hole is formed when the RC wall is placed. After the mold is removed, the insert is inserted into the through-hole so as to protrude to the front side of the RC wall, a plate is fixed to the back side of the RC wall, and the insert A body and the plate are joined together, and a filling body is filled in a gap between the inner wall surface of the through hole and the insertion body (Claim 4).

本願発明では、意匠性とともに施工性をも向上させることを可能とする跳ねだし構造物及びその構築方法が得られる。   In the present invention, a spring structure and a construction method thereof that can improve the workability as well as the design property are obtained.

すなわち、本願の各請求項に係る発明の跳ねだし構造物では、RC壁において差し込み体が位置する側に、ささら等の支持金物を一切露出させないようにすることができ、部材点数を減らし、施工性さらには意匠性の向上を図ることが可能となる。また、貫通孔の内寸に余裕を持たせておき、充填体の充填により差し込み体をRC壁に一体化することができるので、この点でも施工性が向上し、精度確保し易い納まりとなる。   That is, in the spring structure of the invention according to each claim of the present application, it is possible to prevent the support hardware such as sasara from being exposed at all on the side where the insertion body is located on the RC wall, reduce the number of members, and perform the construction. It is possible to improve the property and the design property. In addition, since the inner dimension of the through-hole is provided with a margin and the insertion body can be integrated with the RC wall by filling the filling body, the workability is improved in this respect as well, and the accuracy is easily secured. .

請求項2に係る発明の跳ねだし構造物では、プレートにより、差し込み体の姿勢を安定させ、施工性の向上を図ることができる。   In the spring structure according to the second aspect of the present invention, the posture of the insert can be stabilized by the plate, and workability can be improved.

請求項3に係る発明の跳ねだし構造物では、ささら桁の無いすっきりした外観の階段を、精度良く比較的簡便に構築することができる。   In the spring structure according to the third aspect of the present invention, it is possible to construct a stairs with a clean appearance without a smooth girder with high accuracy and relatively easily.

請求項4に係る発明の跳ねだし構造物の構築方法では、請求項1〜3の跳ねだし構造物を、施工性良く構築することができる。   In the construction method of the spring structure of the invention which concerns on Claim 4, the spring structure of Claims 1-3 can be constructed with sufficient workability.

本発明の一実施の形態に係る跳ねだし階段の構成を概略的に示す斜視図である。It is a perspective view which shows roughly the structure of the jump staircase which concerns on one embodiment of this invention. (A)〜(D)は前記跳ねだし構造物の構築方法の説明図であり、(E)は(D)の跳ねだし構造物を表側からみた説明図である。(A)-(D) is explanatory drawing of the construction method of the said splash structure, (E) is explanatory drawing which looked at the splash structure of (D) from the front side. (A)は本発明の変形例に係る庇支持構造の構成を概略的に示す縦断面図、(B)は(A)のB−B線切断図である。(A) is a longitudinal cross-sectional view which shows schematically the structure of the collar support structure which concerns on the modification of this invention, (B) is the BB sectional drawing of (A). (A)は本発明の変形例に係る鋼製床支持構造の構成を概略的に示す縦断面図、(B)は(A)のB−B線切断図である。(A) is a longitudinal cross-sectional view which shows schematically the structure of the steel floor support structure which concerns on the modification of this invention, (B) is the BB sectional drawing of (A). (A)は本発明の変形例に係るサイン支持構造の構成を概略的に示す縦断面図、(B)は(A)のB−B線切断図である。(A) is a longitudinal cross-sectional view which shows schematically the structure of the sine support structure which concerns on the modification of this invention, (B) is the BB sectional drawing of (A).

本発明の実施の形態について図面を参照しながら以下に説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1に示す跳ねだし階段は、ささら桁及び蹴込板を持たず、RC壁(RC外壁)に構築された鉄骨階段である。この跳ねだし階段の構成の説明を兼ねて、その構築方法について以下に説明する。   The jumping staircase shown in FIG. 1 is a steel staircase that is constructed on an RC wall (RC outer wall) without a sagittal girder and a kick plate. The construction method will be described below in conjunction with the explanation of the configuration of the jumping stairs.

(1)まず、RC壁(SRC壁を含む)1の打設時に、貫通孔2を形成するためのスリーブ3を設置しておく(図2(A)参照)。なお、型枠を外し易くするために、スリーブ3の断面寸法を一方(本例では屋外側)に向かって漸次縮小させてあるが、さらに本例では、雨水侵入をより確実に防ぐため、形成後の貫通孔2の下部(下面)が、RC壁1の屋外側(外面側)に向かって低くなる(傾斜する)ように構成している。   (1) First, when the RC wall (including the SRC wall) 1 is placed, a sleeve 3 for forming the through hole 2 is installed (see FIG. 2A). In order to make it easier to remove the formwork, the cross-sectional dimension of the sleeve 3 is gradually reduced toward one side (in this example, the outdoor side). The lower part (lower surface) of the rear through-hole 2 is configured to be lowered (inclined) toward the outdoor side (outer surface side) of the RC wall 1.

(2)脱型後、RC壁1の表側に突出するように貫通孔2に差し込み体4を差し込み、RC壁1の裏側にプレート5を固定するとともに、差し込み体4とプレート5とが接合された状態となるようにする(図2(B)及び(C)参照)。   (2) After demolding, the insert 4 is inserted into the through-hole 2 so as to protrude to the front side of the RC wall 1, the plate 5 is fixed to the back side of the RC wall 1, and the insert 4 and the plate 5 are joined. (See FIGS. 2B and 2C).

ここで、図2(C)に示すように、本例では、水平方向に適宜の間隔をおいて位置する二つの貫通孔2をペアにしてRC壁1に段状に配置するのであり、ペアの貫通孔2、2に各々差し込まれる差し込み体4も二本一組となり、各組の差し込み体4はそれぞれ一枚のプレート5に固定される(図2(E)参照)。   Here, as shown in FIG. 2 (C), in this example, two through holes 2 positioned at an appropriate interval in the horizontal direction are paired and arranged on the RC wall 1 in steps. The inserts 4 inserted into the through-holes 2 and 2 are also in pairs, and each set of inserts 4 is fixed to a single plate 5 (see FIG. 2E).

差し込み体4は、RC壁1の表側から大きく突出し、裏側からは突出しないか小さく突出する状態となるようにする。   The insertion body 4 protrudes largely from the front side of the RC wall 1 and does not protrude from the back side or protrudes slightly.

差し込み体4とプレート5との接合は、溶接等により分離不能に行っても、ボルト締め等により分離可能に行ってもよい。差し込み体4とプレート5とを分離可能としておくと、施工後にプレート5を撤去することができ、この場合、RC壁1の裏側の意匠性を確保するのも容易となる。   Joining of the insert 4 and the plate 5 may be performed inseparably by welding or the like, or may be performed separable by bolting or the like. If the insert 4 and the plate 5 are separable, the plate 5 can be removed after construction, and in this case, it is easy to ensure the design of the back side of the RC wall 1.

RC壁1に対するプレート5の固定は、例えば図外のアンカーボルト等を用いて行えばよく、このとき、RC壁1の裏側に沿って延びるようにプレート5を固定する。   The plate 5 may be fixed to the RC wall 1 using, for example, an anchor bolt or the like (not shown). At this time, the plate 5 is fixed so as to extend along the back side of the RC wall 1.

(3)貫通孔2の内壁面と差し込み体4との隙間に充填体(本例では無収縮モルタル)6を充填する。ここで、本例では、充填した充填体(充填剤)が硬化するまでは、プレート5の支持によって差し込み体4の位置を保つ必要があり、そのためにはプレート5の踏ん張りを利かす(抵抗のスタンスを大きくする)ことが有効であるとの観点から、プレート5を貫通孔2の上方に大きく延ばしてある(プレート5において貫通孔2から下方へのはみ出し代より上方へのはみ出し代を大きくしてある)。   (3) Filler (in this example, non-shrink mortar) 6 is filled in the gap between the inner wall surface of through-hole 2 and insert 4. Here, in this example, it is necessary to maintain the position of the insertion body 4 by supporting the plate 5 until the filled body (filler) is cured. For this purpose, the struts of the plate 5 are used (resistance stance). In view of the fact that it is effective to extend the plate 5, the plate 5 is greatly extended above the through-hole 2 (in the plate 5, the protrusion margin from the through-hole 2 downward is larger than the projection margin from the bottom. is there).

(4)貫通孔2と差し込み体4との隙間にRC壁1の表側からシールを施し、止水性を確保する。なお、図2(D)において、7,8はシール材である。   (4) Seal the gap between the through hole 2 and the insert 4 from the front side of the RC wall 1 to ensure water-stopping. In FIG. 2D, 7 and 8 are sealing materials.

以上の手順により、RC壁1(RC躯体)により支持されたささら桁の無い跳ねだし鉄骨階段を実現できる。つまり、本例において、差し込み体4は踏板支持材であり、二本一組の差し込み体4に図外の踏板、さらに必要に応じて化粧部材、手すり9等を装着することにより、図1に示す階段を構成する。なお、踏板の装着等を考慮して、差し込み体4にはボルト穴等を予め形成しておけばよい。   By the above procedure, it is possible to realize a spring-out steel staircase without a girder supported by the RC wall 1 (RC frame). That is, in this example, the insertion body 4 is a tread board support material, and by attaching a tread board (not shown) to the pair of insertion bodies 4 and further a decorative member, a handrail 9 or the like as needed, the structure shown in FIG. Configure the staircase shown. Note that a bolt hole or the like may be formed in advance in the insertion member 4 in consideration of mounting of a tread.

そして、本例の各構成部材は、使用環境等を考慮して、適宜の強度、耐候性等を有するものを用いればよい。   And each component of this example should just use what has appropriate intensity | strength, a weather resistance, etc. in consideration of a use environment.

本例の跳ねだし階段では、RC壁1において差し込み体4が位置する側(突出する表側)に、ささら桁等の支持金物を一切露出させないようにすることができ、部材点数を減らし、施工性さらには意匠性の向上を図ることが可能となる。   In the jumping staircase of this example, it is possible to prevent any support hardware such as a saddle girder from being exposed on the side of the RC wall 1 where the insert 4 is located (the protruding front side), reducing the number of members and workability. Furthermore, it becomes possible to improve the designability.

また、貫通孔2の内寸に余裕を持たせておき、充填体6の充填により差し込み体4をRC壁1に一体化することができるので、この点でも施工性が向上し、精度確保し易い納まりとなる。   Moreover, since the insert 4 can be integrated with the RC wall 1 by filling the filling body 6 with an allowance in the inner dimension of the through hole 2, the workability is improved and the accuracy is ensured. Easy to fit.

さらに、プレート5を用いることにより、施工途中における差し込み体4の姿勢を安定させ、この点でも施工性の向上を図ることができる。   Furthermore, by using the plate 5, the posture of the insert 4 during the construction can be stabilized, and the workability can be improved also in this respect.

そして、以上の効果が相俟って、本例の跳ねだし階段は、ささら桁の無いすっきりした外観を呈するものでありながら、精度良く比較的簡便に構築することができる。特に、この跳ねだし階段を屋外に突出するように設ける場合でも、室内側から容易に施工することができる。   Combined with the above effects, the jumping staircase of the present example can be constructed with high accuracy and relatively simply while exhibiting a clean appearance with no girders. In particular, even when the jumping staircase is provided so as to protrude outdoors, it can be easily constructed from the indoor side.

なお、本発明は、上記の実施の形態に何ら限定されず、本発明の要旨を逸脱しない範囲において種々に変形して実施し得ることは勿論である。例えば、以下のような変形例を挙げることができる。   In addition, this invention is not limited to said embodiment at all, Of course, it can change and implement variously in the range which does not deviate from the summary of this invention. For example, the following modifications can be given.

貫通孔2、差し込み体4は、それぞれ二つ一組でなく、一つ単位あるいは三つ以上を一組にして設けるようにしてもよい。また、各組を構成する貫通孔2、差し込み体4の位置関係は、相互に水平方向に離れているものに限らず、例えば上下方向に離れていてもよい。   The through-holes 2 and the inserts 4 may be provided as a single unit or a set of three or more, instead of two each. Moreover, the positional relationship of the through-hole 2 and the insertion body 4 which comprise each group is not restricted to what is mutually separated in the horizontal direction, For example, you may leave | separate to the up-down direction.

また、意匠性等の点で問題なければ、蹴込板やささら桁を設けるようにしてもよく、さらに、上記跳ねだし階段の構成及び構築方法は、屋外に限らず、屋内にも適用可能である。   Moreover, if there is no problem in terms of design and the like, a kick plate or a spar can be provided, and the configuration and construction method of the jumping stairs is applicable not only outdoors but also indoors. .

そして、上記の納まりは、跳ねだし(片持ち)の庇、鋼製床、サイン等、他の跳ねだし構造物にも適用可能な汎用性を有する。   And said accommodation has the versatility applicable also to other spring structures, such as a spring of a spring (cantilever), a steel floor, a sign.

上記の納まりを跳ねだしの庇に適用した例を図3(A)及び(B)に示す。この例では、RC壁1から突出する二本一組の差し込み体4を、水平方向に適宜の間隔で設け、各組の差し込み体4に支持材10を保持させ、隣り合う二つの支持材10によって一つの庇材11を支持させてある。   FIGS. 3A and 3B show an example in which the above-described accommodation is applied to a spring bag. In this example, a set of two inserts 4 protruding from the RC wall 1 are provided at an appropriate interval in the horizontal direction, and the support members 10 are held by each set of inserts 4, and two adjacent support members 10 are provided. One brazing material 11 is supported by.

上記の納まりを跳ねだしの鋼製床に適用した例を図4(A)及び(B)に示す。この例では、RC壁1から突出する差し込み体4を、水平方向に適宜の間隔で設け、複数の差し込み体4にわたって歩行床材12を架設してある。なお、図4(B)において、13は歩行床固定部材である。   An example in which the above-described accommodation is applied to a spring steel floor is shown in FIGS. 4 (A) and 4 (B). In this example, the insertion bodies 4 protruding from the RC wall 1 are provided at appropriate intervals in the horizontal direction, and the walking floor material 12 is installed over the plurality of insertion bodies 4. In FIG. 4B, 13 is a walking floor fixing member.

上記の納まりを跳ねだしのサイン(外壁)に適用した例を図5(A)及び(B)に示す。この例では、RC壁1から突出する差し込み体4の先端に大径部14を設けるとともに、この差し込み体4の胴部にサイン部材15を巻き付けてある。   FIGS. 5A and 5B show an example in which the above-mentioned accommodation is applied to a splash sign (outer wall). In this example, a large-diameter portion 14 is provided at the tip of the insert 4 protruding from the RC wall 1, and a sign member 15 is wound around the trunk of the insert 4.

なお、本明細書で挙げた上記変形例どうしを適宜組み合わせてもよいことはいうまでもない。   Needless to say, the modifications described in the present specification may be combined as appropriate.

1 RC壁
2 貫通孔
3 スリーブ
4 差し込み体
5 プレート
6 充填体
7 シール材
8 シール材
9 手すり
10 支持材
11 庇材
12 歩行床材
13 歩行床固定部材
14 大径部
15 サイン部材
DESCRIPTION OF SYMBOLS 1 RC wall 2 Through-hole 3 Sleeve 4 Insert body 5 Plate 6 Filler 7 Seal material 8 Seal material 9 Handrail 10 Support material 11 Anchor material 12 Walking floor material 13 Walking floor fixing member 14 Large diameter part 15 Sign member

Claims (4)

貫通孔を有するRC壁と、
前記貫通孔に差し込まれる差し込み体と、
前記貫通孔の内壁面と前記差し込み体との隙間に充填された充填体とを具備する跳ねだし構造物。
An RC wall having a through hole;
A plug inserted into the through hole;
A spring structure comprising a filling body filled in a gap between an inner wall surface of the through hole and the insertion body.
前記差し込み体は、前記RC壁の表側から突出し、
前記RC壁の裏側には、前記差し込み体に接合され、該RC壁の裏側に沿って延びるプレートが配置されている請求項1に記載の跳ねだし構造物。
The insertion body protrudes from the front side of the RC wall,
The splash structure according to claim 1, wherein a plate joined to the insert and extending along the back side of the RC wall is disposed on the back side of the RC wall.
跳ねだし階段である請求項1または2に記載の跳ねだし構造物。   The spring structure according to claim 1, wherein the spring structure is a spring stairs. 請求項1〜3の何れか一項に記載の跳ねだし構造物の構築方法であって、
前記RC壁の打設時に、前記貫通孔を形成するためのスリーブを設置し、
脱型後、前記RC壁の表側に突出するように前記貫通孔に前記差し込み体が差し込まれ、前記RC壁の裏側にプレートが固定され、かつ、前記差し込み体と前記プレートとが接合された状態となるようにし、
前記貫通孔の内壁面と前記差し込み体との隙間に充填体を充填する跳ねだし構造物の構築方法。

It is a construction method of the spring structure according to any one of claims 1 to 3,
At the time of placing the RC wall, a sleeve for forming the through hole is installed,
After demolding, the insertion body is inserted into the through hole so as to protrude to the front side of the RC wall, a plate is fixed to the back side of the RC wall, and the insertion body and the plate are joined So that
A method for constructing a spring structure that fills a gap between an inner wall surface of the through hole and the insert.

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Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0813627A (en) * 1994-07-01 1996-01-16 Taisei Prefab Kk Joint method of precast concrete board and joint structure thereof
JPH09328876A (en) * 1996-06-07 1997-12-22 Fujiki Komuten:Kk Built-up stair
JPH11172872A (en) * 1997-12-10 1999-06-29 Kajima Corp Execution method of outrigger independent stair
JP2006132240A (en) * 2004-11-08 2006-05-25 Sumitomo Forestry Co Ltd Staircase structure
JP2007177562A (en) * 2005-12-28 2007-07-12 Device:Kk Horizontal overhanging structure from wall surface by tabular member
JP2009084888A (en) * 2007-09-28 2009-04-23 Takenaka Komuten Co Ltd Concrete joint structure
CN203129458U (en) * 2013-03-07 2013-08-14 淮阴工学院 Cantilevered stairway for rammed earth wall
FR3018533A1 (en) * 2014-03-14 2015-09-18 Philippe Bauer DEVICE FOR A STRAIGHT STAIRCASE WITH FIXED-DOOR STACKS EMBEDDED IN AN INDEPENDENT VERTICAL STRUCTURE, READY TO INSTALL. DOES NOT REQUIRE EXISTING FASTENING WALL
JP2017031668A (en) * 2015-07-31 2017-02-09 株式会社田中構造設計 Stairs structure
JP2018003957A (en) * 2016-07-01 2018-01-11 積水化学工業株式会社 Cap, cap forming member, covering method and partition penetration structure

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0813627A (en) * 1994-07-01 1996-01-16 Taisei Prefab Kk Joint method of precast concrete board and joint structure thereof
JPH09328876A (en) * 1996-06-07 1997-12-22 Fujiki Komuten:Kk Built-up stair
JPH11172872A (en) * 1997-12-10 1999-06-29 Kajima Corp Execution method of outrigger independent stair
JP2006132240A (en) * 2004-11-08 2006-05-25 Sumitomo Forestry Co Ltd Staircase structure
JP2007177562A (en) * 2005-12-28 2007-07-12 Device:Kk Horizontal overhanging structure from wall surface by tabular member
JP2009084888A (en) * 2007-09-28 2009-04-23 Takenaka Komuten Co Ltd Concrete joint structure
CN203129458U (en) * 2013-03-07 2013-08-14 淮阴工学院 Cantilevered stairway for rammed earth wall
FR3018533A1 (en) * 2014-03-14 2015-09-18 Philippe Bauer DEVICE FOR A STRAIGHT STAIRCASE WITH FIXED-DOOR STACKS EMBEDDED IN AN INDEPENDENT VERTICAL STRUCTURE, READY TO INSTALL. DOES NOT REQUIRE EXISTING FASTENING WALL
JP2017031668A (en) * 2015-07-31 2017-02-09 株式会社田中構造設計 Stairs structure
JP2018003957A (en) * 2016-07-01 2018-01-11 積水化学工業株式会社 Cap, cap forming member, covering method and partition penetration structure

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