JP2003336405A - Structure bearing foundation and construction method of the same - Google Patents
Structure bearing foundation and construction method of the sameInfo
- Publication number
- JP2003336405A JP2003336405A JP2002145163A JP2002145163A JP2003336405A JP 2003336405 A JP2003336405 A JP 2003336405A JP 2002145163 A JP2002145163 A JP 2002145163A JP 2002145163 A JP2002145163 A JP 2002145163A JP 2003336405 A JP2003336405 A JP 2003336405A
- Authority
- JP
- Japan
- Prior art keywords
- waterproof
- foundation
- holes
- mounting member
- supporting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、既設建物の屋上に
設置される構造物支持用基礎およびその設置工法に関す
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a foundation for supporting a structure installed on the roof of an existing building and a method of installing the foundation.
【0002】[0002]
【従来の技術】従来、例えば、空調設備などで使用され
る配管支持用架台を支持するため、エアコン、冷却塔、
外気調整器、送風機などの機器を据え付けるため、など
のように各種構造物を支持する目的でビルディングなど
の既設建物の屋上にコンクリートなどから成る基礎ブロ
ックが設置されている。図6は、その一例を示す。図6
に示す基礎ブロック6は、例えば、下記のようにして設
置されている。2. Description of the Related Art Conventionally, an air conditioner, a cooling tower,
A basic block made of concrete or the like is installed on the roof of an existing building such as a building in order to support equipment such as an outside air conditioner and a blower, and to support various structures. FIG. 6 shows an example thereof. Figure 6
The basic block 6 shown in is installed, for example, as follows.
【0003】先ず、屋上の屋根スラブ1の防水層2,断
熱層3を部分的に取り除いて、建物コンクリート部4を
出す。次に、その建物コンクリート部4をはつり、コン
クリート中の鉄筋5を切断して起こす。次に、そこに基
礎脚部用鉄骨枠7を継ぎ足し、コンクリートを流し込ん
だ後、防水層2,断熱層3を修復し、さらに、防水層2
を脚部上部まで巻き上げて基礎ブロック6を形成する。First, the waterproof layer 2 and the heat insulating layer 3 of the roof slab 1 are partially removed, and the building concrete portion 4 is exposed. Next, the building concrete part 4 is hung, and the reinforcing bars 5 in the concrete are cut and raised. Next, a steel frame 7 for foundation legs is added thereto, concrete is poured, and then the waterproof layer 2 and the heat insulating layer 3 are restored, and further, the waterproof layer 2
Is wound up to the upper part of the leg to form the basic block 6.
【0004】次に、基礎ブロック6の上部に載置部8を
アンカーボルト9にて止め付ける。Next, the mounting portion 8 is fixed to the upper portion of the base block 6 with anchor bolts 9.
【0005】[0005]
【発明が解決しようとする課題】しかし、従来の基礎ブ
ロック6では、屋根スラブ1の防水層2、断熱層3を部
分的に取り除く作業を必要とするため、設置作業が大が
かりとなる上に、工期が長くなるという問題があった。
また、屋根スラブ1の防水層2、断熱層3を部分的に取
り除く作業を必要とするため、基礎ブロック6の周囲に
防水層2を巻き上げて形成しても、作業時に防水層2,
断熱層3,建物コンクリート部4などに生じた剥離、ク
ラックなどを確実に塞ぐことができず、雨漏りを起こす
おそれがあった。However, in the conventional foundation block 6, since it is necessary to partially remove the waterproof layer 2 and the heat insulating layer 3 of the roof slab 1, the installation work becomes large-scale and There was a problem that the construction period was long.
Further, since it is necessary to partially remove the waterproof layer 2 and the heat insulating layer 3 of the roof slab 1, even if the waterproof layer 2 is wound around the base block 6, the waterproof layer 2,
Separation and cracks generated in the heat insulating layer 3 and the concrete portion 4 of the building could not be reliably blocked, and there was a risk of rain leakage.
【0006】本発明は、斯かる従来の問題点を解決する
ために為されたもので、その目的は、設置作業が容易で
工期が短くかつ雨漏りを起こすことのない構造物支持用
基礎およびその設置工法を提供することにある。The present invention has been made to solve the above-mentioned conventional problems, and its purpose is to provide a structure-supporting foundation that is easy to install, has a short construction period, and does not cause rain leakage, and its foundation. To provide the installation method.
【0007】[0007]
【課題を解決するための手段】請求項1に係る発明は、
既設建物の屋上床面に穿孔した複数の孔と、前記孔内に
それぞれ挿入される複数の支持部材、前記複数の支持部
材を取り付ける板状の接続部材、前記接続部材上に前記
複数の支持部材と対応する位置にそれぞれ取り付ける高
さ調整部材、および前記高さ調整部材に取り付ける載置
部材を一体的に有する基礎用部材と、前記屋上床面に載
置される防水提と、前記防水提内に注入されるエポキシ
系接着剤とを備え、前記防水提は、前記接続部材の周囲
に配されるとともに、前記エポキシ系接着剤が周囲に漏
出しないように前記屋上床面上に配設され、前記接続部
材は、水平に設置され、前記エポキシ系接着剤は、前記
孔内および前記防水提と前記接続部材との周囲に注入さ
れて固化し、その固化層を介して前記防水提と前記接続
部材とを前記屋上床面上に固着するとともに前記複数の
支持部材を前記孔内に固着して成ることを特徴とする。The invention according to claim 1 is
A plurality of holes perforated on the rooftop of the existing building, a plurality of support members respectively inserted into the holes, a plate-like connection member for attaching the plurality of support members, the plurality of support members on the connection member And a foundation member integrally having a height adjusting member attached to a position corresponding to the height adjusting member, and a mounting member attached to the height adjusting member, a waterproof basin mounted on the rooftop floor, and the waterproof basin And an epoxy-based adhesive that is injected into the waterproof basin is disposed around the connecting member, and the epoxy-based adhesive is disposed on the rooftop floor so as not to leak to the surroundings, The connection member is installed horizontally, and the epoxy adhesive is injected into the hole and around the waterproof member and the connection member to be solidified, and the epoxy adhesive is connected to the waterproof member via the solidified layer. Members and the roof It said plurality of support members while fixed on the surface, characterized by comprising fixed within said hole.
【0008】請求項2に係る発明は、請求項1記載の構
造物支持用基礎において、前記複数の支持部材は、鉄
筋、異形鋼棒またはボルトから成ることを特徴とする。
請求項3に係る発明は、請求項1記載の構造物支持用基
礎において、前記接続部材および前記載置部材は、鋼板
から成ることを特徴とする。請求項4に係る発明は、請
求項1記載の構造物支持用基礎において、前記高さ調整
部材は、形鋼、鋼板、鋼管から成ることを特徴とする。The invention according to claim 2 is the foundation for supporting a structure according to claim 1, characterized in that the plurality of support members are made of reinforcing bars, deformed steel bars or bolts.
According to a third aspect of the present invention, in the structure supporting base according to the first aspect, the connecting member and the mounting member are made of steel plates. According to a fourth aspect of the invention, in the structure supporting foundation according to the first aspect, the height adjusting member is formed of a shaped steel, a steel plate, or a steel pipe.
【0009】請求項5に係る発明は、請求項1記載の構
造物支持用基礎を設置する工法において、既設建物の屋
上床面に複数の孔を穿孔する工程と、前記孔の周囲に防
水提を配置する工程と、前記防水提内にエポキシ系接着
剤を注入する工程と、前記基礎用部材の複数の支持部材
を、前記孔内にそれぞれ挿入し、前記複数の支持部材を
取り付けた板状の接続部材を防水提内に載置するととも
に前記接続部材を水平に保持し、前記エポキシ系接着剤
を固化する工程とを備えたことを特徴とする。According to a fifth aspect of the present invention, in the construction method for installing the structure supporting foundation according to the first aspect, a step of forming a plurality of holes on the roof floor of an existing building and a waterproof pad around the holes. Arranging, a step of injecting an epoxy adhesive into the waterproof case, a plurality of supporting members of the foundation member are respectively inserted into the holes, and a plate-like member having the plurality of supporting members attached thereto. The step of placing the connecting member in the waterproof case, holding the connecting member horizontally, and solidifying the epoxy adhesive.
【0010】[0010]
【発明の実施の形態】以下、本発明を図面に示す実施形
態に基づいて説明する。図1〜図4は、本発明の一実施
形態に係る構造物支持用基礎およびその設置工法を示す
(請求項1〜請求項5に対応する)。本実施形態に係る
構造物支持用基礎10は、ビルディングなどの既設建物
11の屋上12の屋根スラブ13に穿孔した11本の孔
14の周囲を、例えば、アルミニウム製アングル材で構
成された矩形状の防水提30で囲い、この防水提30内
にエポキシ系樹脂50を注入した後、11本の孔14内
に基礎用部材20の11本の支持部材22を挿入し、基
礎用部材20の接続部材25を水平に載置した状態でエ
ポキシ系接着剤50を固化し、固化層55を介して基礎
用部材20を固着したものである。BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described below based on the embodiments shown in the drawings. 1 to 4 show a structure supporting base and an installation method thereof according to an embodiment of the present invention (corresponding to claims 1 to 5). The structure-supporting foundation 10 according to the present embodiment has a rectangular shape formed of, for example, an aluminum angle member around 11 holes 14 formed in a roof slab 13 of a roof 12 of an existing building 11 such as a building. After enclosing the waterproof basin 30 with epoxy resin 50, the 11 support members 22 of the foundation member 20 are inserted into the 11 holes 14 to connect the foundation member 20. The epoxy adhesive 50 is solidified with the member 25 placed horizontally, and the base member 20 is fixed via the solidified layer 55.
【0011】基礎用部材20は、鉄筋、異形鋼棒または
ボルトから成る11本の支持部材22と、11本の支持
部材22を取り付ける鋼板から成る板状の接続部材25
と、接続部材25上に11本の支持部材22と対応する
位置にそれぞれ取り付けたH形鋼から成る高さ調整部材
27と、高さ調整部材27に取り付けた鋼板から成る板
状の載置部材29とを溶接により一体的に結合したもの
である。The foundation member 20 includes eleven support members 22 made of reinforcing bars, deformed steel bars or bolts, and a plate-like connecting member 25 made of a steel plate to which the eleven support members 22 are attached.
And a height adjusting member 27 made of H-shaped steel attached to the connecting member 25 at positions corresponding to the 11 supporting members 22, and a plate-like placing member made of a steel plate attached to the height adjusting member 27. 29 and 29 are integrally connected by welding.
【0012】支持部材22は、接続部材25を介して高
さ調整部材27の直下に位置するように設定されてい
る。これは、高さ調整部材27上に取り付けられる載置
部材29に掛かる機器類などの重量が、接続部材25に
掛かることなく直に支持部材22に掛かるようにするた
めである。支持部材22は、上載荷重に対し十分な圧縮
耐圧を持つように、その径および長さが設定されてい
る。The support member 22 is set so as to be located immediately below the height adjusting member 27 via the connecting member 25. This is so that the weight of devices or the like hanging on the mounting member 29 mounted on the height adjusting member 27 is directly applied to the support member 22 without being applied to the connection member 25. The diameter and length of the support member 22 are set so that the support member 22 has a sufficient compression withstand pressure against the applied load.
【0013】ここで、接続部材25と載置部材29と
は、平行にしてある。防水提30は、屋根スラブ13上
に載置されるとともに接続部材25の周囲に配設され
る。この際、防水提30は、接続部材25の周囲に配さ
れるとともに、エポキシ系接着剤50が周囲に漏出しな
いように任意の漏出防止部材を介して屋根スラブ13上
に配設されている。Here, the connecting member 25 and the mounting member 29 are parallel to each other. The waterproof bag 30 is placed on the roof slab 13 and arranged around the connection member 25. At this time, the waterproof basin 30 is arranged around the connection member 25, and is also disposed on the roof slab 13 via an arbitrary leak prevention member so that the epoxy adhesive 50 does not leak to the surroundings.
【0014】次に、本実施形態に係る構造物支持用基礎
の設置工法について説明する。先ず、構造物支持用基礎
10を設置する領域において、屋根スラブ13の防水層
15,断熱層16を取り除くことなく、ドリルで防水層
15,断熱層16を貫通して建物コンクリート駆体17
に11本の孔14を開ける。次に、その周囲に防水提3
0を載置する。この際、後で注入されるエポキシ系樹脂
50が周囲に漏れ出ないように、屋根スラブ13との境
界部に公知のシールを施す。Next, a method of installing the structure supporting foundation according to this embodiment will be described. First, in the area where the structure supporting foundation 10 is installed, the building concrete building 17 is drilled through the waterproof layer 15 and the heat insulating layer 16 without removing the waterproof layer 15 and the heat insulating layer 16 of the roof slab 13.
Make 11 holes 14 in Next, waterproof wrap 3 around it
Place 0. At this time, a publicly known seal is applied to the boundary with the roof slab 13 so that the epoxy resin 50 injected later does not leak to the surroundings.
【0015】次に、防水提30内にエポキシ系樹脂50
を注入する。次に、11本の孔14内に基礎用部材20
の11本の支持部材22をそれぞれ挿入し、屋根勾配や
部分的レベルの違いを調整して、基礎用部材20の接続
部材25を、水平に載置した状態でエポキシ系接着剤5
0が固化するまで保持する。そして、エポキシ系樹脂5
0の固化が確認されると、設置工法が完了する。Next, the epoxy resin 50 is placed in the waterproof bag 30.
Inject. Next, the foundation member 20 is placed in the 11 holes 14.
11 of the support members 22 are respectively inserted to adjust the roof slope and the partial level difference, and the connection member 25 of the foundation member 20 is horizontally mounted and the epoxy adhesive 5
Hold until 0 solidifies. And epoxy resin 5
When the solidification of 0 is confirmed, the installation method is completed.
【0016】斯くして得られた構造物支持用基礎10に
よれば、図4に示すように、ドリルで11本の孔14を
穿孔する際に防水層15,保護層16,建物コンクリー
ト駆体17に生じた孔14回りの剥離、クラック14a
などにエポキシ系樹脂50がしみ込み、孔14と防水層
15,保護層16,建物コンクリート駆体17を確実に
隔離し、雨水などの浸入が確実に防止できる構造となっ
ている。According to the structure supporting base 10 thus obtained, as shown in FIG. 4, when the eleven holes 14 are drilled, the waterproof layer 15, the protective layer 16, the building concrete building Delamination around hole 14 and crack 14a generated in 17
The epoxy resin 50 soaks into the above, and the hole 14 and the waterproof layer 15, the protective layer 16, and the building concrete driving body 17 are surely isolated from each other, and the intrusion of rainwater or the like can be surely prevented.
【0017】また、屋根スラブ13表面側においては、
孔14回りが防水提30を介して固化したエポキシ系樹
脂50の固化層55により固着されているので、孔14
から雨水などが浸入することはできない。そして、固化
層55を介して固着された基礎用部材20は、11本の
支持部材22が、接続部材25を介して高さ調整部材2
7の直下に位置するように設定されているので、高さ調
整部材27上に取り付けられる載置部材29に掛かる機
器類などの重量は、接続部材25に掛かることなく直に
11本の支持部材22に掛かり、固着層25を介して建
物コンクリート駆体17に伝達される。On the surface side of the roof slab 13,
Since the periphery of the hole 14 is fixed by the solidified layer 55 of the epoxy resin 50 which is solidified through the waterproof bag 30, the hole 14
It is not possible for rainwater to enter. In the foundation member 20 fixed via the solidified layer 55, the eleven support members 22 are connected to the height adjusting member 2 via the connecting member 25.
Since it is set so as to be located immediately below 7, the weight of the equipment and the like that is hung on the mounting member 29 that is mounted on the height adjusting member 27 does not hang on the connecting member 25, and the weight of the 11 supporting members is set directly. 22 and is transmitted to the building concrete driving body 17 via the fixing layer 25.
【0018】従って、上載荷重に対し十分な圧縮耐圧を
保持することが可能となる。また、本実施形態によれ
ば、屋根スラブ13の防水層15,断熱層16を取り除
くことなく、ドリルで防水層15,断熱層16を貫通し
て建物コンクリート駆体17に11本の孔14を開け、
その周囲に防水提30を載置し、エポキシ系樹脂50を
注入し、基礎用部材20を取り付けるので、従来の設置
工法に比し、設置作業が容易で、工期が短くできる。Therefore, it becomes possible to maintain a sufficient compression pressure resistance against the applied load. In addition, according to the present embodiment, without removing the waterproof layer 15 and the heat insulating layer 16 of the roof slab 13, a drill is used to penetrate the waterproof layer 15 and the heat insulating layer 16 to form eleven holes 14 in the building concrete vehicle 17. open,
Since the waterproof bag 30 is placed around it, the epoxy resin 50 is injected, and the foundation member 20 is attached, the installation work is easier and the construction period can be shortened as compared with the conventional installation method.
【0019】なお、上記実施形態では、高さ調整部材2
7としてH形鋼を用いた場合について説明したが、図5
に示すように、丸パイプ27aを用いても良い。この場
合も、丸パイプ27aは、支持部材22の真上に位置し
ている。また、上記実施形態では、11本の支持部材2
2を用いた場合について説明したが、支持部材22の本
数は、基礎用部材20に載置される機器類などの重量に
応じて任意に変更できる。In the above embodiment, the height adjusting member 2
Although the case where H-section steel is used as 7 has been described, FIG.
A round pipe 27a may be used as shown in FIG. Also in this case, the round pipe 27 a is located right above the support member 22. In addition, in the above embodiment, 11 support members 2 are provided.
Although the case where 2 is used has been described, the number of the support members 22 can be arbitrarily changed according to the weight of the devices mounted on the foundation member 20.
【0020】また、穿孔される孔14は、支持部材22
の本数に応じて決められる。また、上記実施形態では、
載置部材29を板状にした場合について説明したが、板
状に限らず、構造物を支持できる構造をしてあれば良
く、特に限定するものではない。また、高さ調整部材2
7は、適用される構造物の設置される高さに応じて任意
に変更できる。Further, the hole 14 to be bored is the support member 22.
It is decided according to the number of. Further, in the above embodiment,
The case where the mounting member 29 has a plate shape has been described, but the mounting member 29 is not limited to a plate shape and may have any structure as long as it can support a structure and is not particularly limited. Also, the height adjusting member 2
7 can be arbitrarily changed according to the installed height of the applied structure.
【0021】また、屋上の床面として屋根スラブ13に
適用した場合について説明したが、下階の柱であっても
良い。Although the case where the roof slab 13 is applied as the floor surface of the roof has been described, it may be a pillar on the lower floor.
【0022】[0022]
【発明の効果】以上のように、本発明によれば、既設建
物の屋上屋根スラブまたは下階の柱上に穿設した孔に基
礎用部材の支持部材を差し込み、エポキシ系樹脂を介し
て既設建物に基礎用部材を固着するので、従来の設置工
法に比し設置作業が容易で工期が短くかつ雨漏りを起こ
すことがないという利点がある。As described above, according to the present invention, the support member of the foundation member is inserted into the hole formed in the roof slab of the existing building or the pillar on the lower floor, and the existing member is inserted through the epoxy resin. Since the foundation members are fixed to the building, there are advantages over the conventional installation method that the installation work is easier, the construction period is shorter, and there is no leakage of rain.
【図1】本発明の一実施形態に係る構造物支持用基礎お
よび基礎用部材を示す断面図である。FIG. 1 is a cross-sectional view showing a structure supporting foundation and a foundation member according to an embodiment of the present invention.
【図2】本発明の一実施形態に係る基礎用部材を示す側
面図である。FIG. 2 is a side view showing a foundation member according to an embodiment of the present invention.
【図3】図2に示す基礎用部材の平面図である。FIG. 3 is a plan view of the foundation member shown in FIG.
【図4】本発明の一実施形態に係る構造物支持用基礎お
よび基礎用部材の作用を示す拡大断面図である。FIG. 4 is an enlarged cross-sectional view showing the operation of the structure supporting foundation and the foundation member according to the embodiment of the present invention.
【図5】本発明における別の基礎用部材の平面図であ
る。FIG. 5 is a plan view of another foundation member according to the present invention.
【図6】従来の基礎ブロックを示す断面図である。FIG. 6 is a cross-sectional view showing a conventional basic block.
10 構造物支持用基礎 11 既設建物 12 屋上 13 屋根スラブ 14 孔 15 防水層 16 断熱層 17 建物コンクリート駆体 20 基礎用部材 22 支持部材 25 接続部材 27 高さ調整部材 27a 丸パイプ 29 載置部材 30 防水提 55 固化層 50 エポキシ系樹脂 10 Structural support foundation 11 Existing building 12 rooftop 13 roof slabs 14 holes 15 waterproof layer 16 Thermal insulation layer 17 Building concrete building 20 Foundation members 22 Support member 25 Connection member 27 Height adjustment member 27a Round pipe 29 Mounting member 30 waterproof 55 Solidified layer 50 Epoxy resin
Claims (5)
と、 前記孔内にそれぞれ挿入される複数の支持部材、前記複
数の支持部材を取り付ける板状の接続部材、前記接続部
材上に前記複数の支持部材と対応する位置にそれぞれ取
り付ける高さ調整部材、および前記高さ調整部材に取り
付ける載置部材を一体的に有する基礎用部材と、 前記屋上床面に載置される防水提と、 前記防水提内に注入されるエポキシ系接着剤とを備え、 前記防水提は、前記接続部材の周囲に配されるととも
に、前記エポキシ系接着剤が周囲に漏出しないように前
記屋上床面上に配設され、 前記接続部材は、水平に設置され、 前記エポキシ系接着剤は、前記孔内および前記防水提と
前記接続部材との周囲に注入されて固化し、その固化層
を介して前記防水提と前記接続部材とを前記屋上床面上
に固着するとともに前記複数の支持部材を前記孔内に固
着して成ることを特徴とする構造物支持用基礎。1. A plurality of holes perforated on a rooftop of an existing building, a plurality of support members respectively inserted into the holes, a plate-like connecting member for attaching the plurality of supporting members, and a connecting member on the connecting member. A base member integrally having a height adjusting member attached to each of the plurality of supporting members at a position corresponding to each of the plurality of supporting members, and a mounting member attached to the height adjusting member, and a waterproof basin mounted on the rooftop floor surface. An epoxy-based adhesive injected into the waterproof basin, the waterproof basin being disposed around the connection member and on the rooftop floor so that the epoxy-based adhesive does not leak to the surroundings. And the connection member is installed horizontally, the epoxy adhesive is injected into the hole and around the waterproof basin and the connection member to be solidified, and the epoxy adhesive is solidified through the solidified layer. Waterproof bag and the connection A member supporting member is fixed to the floor surface of the roof and the plurality of supporting members are fixed to the inside of the hole.
て、 前記複数の支持部材は、鉄筋、異形鋼棒またはボルトか
ら成ることを特徴とする構造物支持用基礎。2. The structure support base according to claim 1, wherein the plurality of support members are made of reinforcing bars, deformed steel bars or bolts.
て、 前記接続部材および前記載置部材は、鋼板から成ること
を特徴とする構造物支持用基礎。3. The structure support base according to claim 1, wherein the connecting member and the mounting member are made of steel plates.
て、 前記高さ調整部材は、形鋼、鋼板、鋼管から成ることを
特徴とする構造物支持用基礎。4. The structure supporting base according to claim 1, wherein the height adjusting member is formed of a shaped steel, a steel plate, or a steel pipe.
する工法において、 既設建物の屋上床面に複数の孔を穿孔する工程と、 前記孔の周囲に防水提を配置する工程と、 前記防水提内にエポキシ系接着剤を注入する工程と、 前記基礎用部材の複数の支持部材を、前記孔内にそれぞ
れ挿入し、前記複数の支持部材を取り付けた板状の接続
部材を防水提内に載置するとともに前記接続部材を水平
に保持し、前記エポキシ系接着剤を固化する工程とを備
えたことを特徴とする構造物支持用基礎の設置工法。5. The method for installing the structure supporting foundation according to claim 1, wherein a plurality of holes are bored in the rooftop floor surface of the existing building; A step of injecting an epoxy adhesive into the waterproof case, and inserting a plurality of support members of the foundation member into the holes, and attaching a plate-like connecting member to which the plurality of support members are attached to the waterproof case. And a step of holding the connecting member horizontally and solidifying the epoxy adhesive, and installing the foundation for supporting a structure.
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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JP2012017597A (en) * | 2010-07-07 | 2012-01-26 | K&E Corp | Building reconstruction method and building structure |
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JP2012017597A (en) * | 2010-07-07 | 2012-01-26 | K&E Corp | Building reconstruction method and building structure |
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