JPS6160210B2 - - Google Patents
Info
- Publication number
- JPS6160210B2 JPS6160210B2 JP57107736A JP10773682A JPS6160210B2 JP S6160210 B2 JPS6160210 B2 JP S6160210B2 JP 57107736 A JP57107736 A JP 57107736A JP 10773682 A JP10773682 A JP 10773682A JP S6160210 B2 JPS6160210 B2 JP S6160210B2
- Authority
- JP
- Japan
- Prior art keywords
- joints
- waterproof
- waterproof layer
- panel
- cement
- 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.)
- Expired
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 16
- 238000010276 construction Methods 0.000 claims description 16
- 239000010959 steel Substances 0.000 claims description 16
- 239000004568 cement Substances 0.000 claims description 13
- 238000009412 basement excavation Methods 0.000 description 8
- 239000004567 concrete Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 239000004570 mortar (masonry) Substances 0.000 description 4
- 235000014036 Castanea Nutrition 0.000 description 3
- 241001070941 Castanea Species 0.000 description 3
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 229910000576 Laminated steel Inorganic materials 0.000 description 2
- 229910000746 Structural steel Inorganic materials 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 239000002904 solvent Substances 0.000 description 2
- 229920003002 synthetic resin Polymers 0.000 description 2
- 239000000057 synthetic resin Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000004078 waterproofing Methods 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 229920005549 butyl rubber Polymers 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- -1 etc. Polymers 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000004636 vulcanized rubber Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【発明の詳細な説明】
この発明は地下構造物の施工法に関する。その
目的は地盤を余掘りすることなく地下構造物が構
築でき、かつ止水性が高く施工法が優れた地下構
造物の施工法を提案するにある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for underground structures. The purpose is to propose a construction method for underground structures that can be constructed without excessive excavation of the ground, has high water-tightness, and is an excellent construction method.
近年、地価高騰、土地過密、日照問題、騒音問
題、省エネルギー問題等の理由から地下室に対す
る関心が高まつてきた。従来の地下室は一般に
RCの現場打工法が主流であり、RC造りの場合は
外壁面に防水性を付与するために、RC壁面外側
にモルタル塗膜、防水シート等による防水施工が
必要で、このための人が入つて作業できる余掘が
必要であつた。ところが近年は隣地境界一杯に構
造物を構築し、余掘不可能な場合が多い。このよ
うな場合は外側防水の代わりに、内防水としてブ
ロツク等による二重壁構造を採用したり、あるい
はRC壁を構築するに先立ち、コンクリート打設
用の型枠の外側枠板屋内側面に予め防水層を形成
しておき、この面に接してコンクリートを打設し
てRC造り壁外側面に防水性を付与する提案もあ
る。しかし余掘が不可能な場合は、施工が繁雑で
コスト高となり、かつ、止水性の信頼性が低かつ
た。 In recent years, interest in basements has increased due to soaring land prices, land overcrowding, sunlight problems, noise problems, energy conservation problems, and other reasons. Traditional basements are generally
The on-site casting method of RC is the mainstream, and in the case of RC construction, in order to make the external wall waterproof, waterproof construction with mortar coating, waterproof sheet, etc. is required on the outside of the RC wall, and there is no need for people to enter for this purpose. Additional excavation was needed so that the work could be done comfortably. However, in recent years, structures have been built to fill the boundaries of neighboring properties, making it impossible to excavate more. In such cases, instead of external waterproofing, a double wall structure using blocks etc. is adopted as internal waterproofing, or before constructing an RC wall, the external frame board of the formwork for concrete pouring is preliminarily attached to the indoor side. There is also a proposal to form a waterproof layer and pour concrete in contact with this layer to make the outer surface of the RC wall waterproof. However, if additional excavation is not possible, the construction is complicated and costly, and the reliability of water-stopping performance is low.
この発明は上記問題点に着目してなされたもの
であり、その要旨は、地下構造物を構築すべき掘
削地盤内底に構造物基礎を設け、その上に躯体鉄
骨を建込んだ後、外側面、端面および内側面縁部
が防水層で被覆してあるセメント系パネルを前記
躯体鉄骨外側に敷並べ取付け、該パネル相互間目
地を構造物屋内側から前記内側面縁部の防水層間
にまたがり目地貼りして閉塞することを特徴とす
る地下構造物の施工法である。 This invention was made by focusing on the above-mentioned problems, and its gist is that after a structure foundation is provided at the bottom of the excavated ground on which an underground structure is to be constructed, and a structural steel frame is erected on top of it, an external structure is constructed. Cement-based panels whose side surfaces, end surfaces, and inner edges are covered with a waterproof layer are installed side by side on the outside of the steel frame, and the joints between the panels are extended from the indoor side of the structure between the waterproof layers on the inner edges. This is a method of constructing underground structures that is characterized by pasting and sealing joints.
以下この地下構造物の施工法の実施例を図面を
用い説明する。 An example of the construction method for this underground structure will be described below using drawings.
第１図ａ〜ｆは施工工程を順に示すものであ
る。ａ図は根棧りした地下構造物を構築すべき若
干の余掘りがある掘削地盤１である。この地盤１
底に割栗２、捨コンクリート３、防水シート４お
よび保護モルタル５を順に配し（ｂ図）、この上
にコンクリートを打設して構造物の基礎６を設け
（ｃ図）、その上に躯体鉄骨７を建込む（ｄ図）。
この鉄骨７の屋外側に、外表面に防水層８、さら
にその表面に断熱層９を積層したセメント系パネ
ル１０を敷並べ配し躯体鉄骨７に取付ける（ｅ
図）。この敷並べたセメント系パネル１０の目地
を屋内側から目地貼１１を施して閉塞し、余掘り
部分を埋戻して地下構造物は施工される。 Figures 1a to 1f sequentially show the construction process. Figure a shows excavated ground 1 where there is some excess excavation for constructing a subterranean structure. This ground 1
Place chestnuts 2, waste concrete 3, waterproof sheet 4, and protective mortar 5 in this order on the bottom (Figure b), pour concrete on top of this to form the foundation 6 of the structure (Figure C), and place the foundation 6 on top of it. Erect the structural steel frame 7 (Figure d).
On the outdoor side of this steel frame 7, cement-based panels 10 with a waterproof layer 8 on the outer surface and a heat insulating layer 9 laminated on the surface are laid out and attached to the steel frame 7 (e
figure). The joints of the laid cement panels 10 are sealed from the indoor side with joint paste 11, and the excess excavation is backfilled to construct the underground structure.
この発明に用いるセメント系パネルはALC板
（オートクレーブ養生軽量気泡コンクリート板）
PC板（プレキヤストコンクリート板）あるいは
石灰質原料、珪酸質原料等からなりセメントを用
いないALC板等から選択される。第２図ａに示
すごとく、このセメント系パネル１０は片表面、
厚み端面および他方の表面縁部を覆つて防水層８
が積層して設けてあり、片表面の防水層８の表面
に断熱層（兼緩衝層）９が積層されている。なお
図面、１２はパネル取付用のボルト孔である。第
２図ｂはａ図と同様構造のパネルであるが、半地
下構造物用のもので、地上に露出する部分には防
水層８、断熱層９が設けられていない。防水層材
料としては非加硫ブチルゴムシート、薄鋼板の両
表面に塩化ビニル系樹脂を積層した積層鋼板、あ
るいは合成樹脂、加硫ゴム等のシート類、その他
合成樹脂塗膜等から選択できる。 The cement-based panel used in this invention is an ALC board (autoclaved lightweight aerated concrete board)
Select from PC board (precast concrete board) or ALC board, which is made of calcareous raw materials, silicic raw materials, etc. and does not use cement. As shown in FIG. 2a, this cement-based panel 10 has one surface,
A waterproof layer 8 covers the thickness end face and the other surface edge.
are provided in a laminated manner, and a heat insulating layer (also a buffer layer) 9 is laminated on the surface of the waterproof layer 8 on one surface. In addition, in the drawings, reference numeral 12 indicates bolt holes for panel attachment. Fig. 2b shows a panel having the same structure as Fig. 2a, but it is for a semi-underground structure, and the waterproof layer 8 and the heat insulating layer 9 are not provided in the part exposed above the ground. The waterproof layer material can be selected from non-vulcanized butyl rubber sheets, laminated steel plates in which vinyl chloride resin is laminated on both surfaces of thin steel plates, sheets of synthetic resins, vulcanized rubber, etc., and other synthetic resin coatings.
第２図のパネル１０を用い前記施工例になる地
下構造物は第３図のごとく側壁がセメント系パネ
ル１０で構成され、その外表面には防水層８があ
り、パネル１０間の目地は屋内側から目地貼１１
により閉塞されている。そして目地貼１１は第４
図ａ，ｂのごとく内側面縁部の防水層８にまたが
り配置されている。すなわち、目地貼１１の態様
は第４図ａのごとく、パネル１０，１０の端面を
突合せてなつた目地に沿い、パネル屋内表面縁部
にまわり込んだ防水層８の上から防水テープ１３
を増貼りし、その上を帯状の押え金物１４をビス
１５で止めて目地を閉塞する、あるいはｂ図のご
とくパネル屋内表面縁部にまわり込んだ防水層８
の上に防水テープ１３を熱あるいは溶剤接着して
目地貼りし閉塞する。この態様は例えば防水層８
が塩化ビニル系樹脂と鋼板との積層鋼板であり、
防水テープ１３が塩化ビニル系樹脂を用いた場合
は同種材料であるので熱あるいは溶剤接着により
強固に固着して閉塞する。 As shown in FIG. 3, the underground structure which is the above-mentioned construction example using the panels 10 in FIG. Pasting the joints from the inside 11
It is blocked by. And the joint paste 11 is the fourth
As shown in Figures a and b, it is arranged to straddle the waterproof layer 8 on the inner side edge. That is, as shown in FIG. 4a, the joint paste 11 is applied along the joint formed by butting the end surfaces of the panels 10, 10, and from above the waterproof layer 8 that wraps around the edge of the indoor surface of the panel, the waterproof tape 13 is applied.
, and seal the joints by fixing the band-shaped presser foot 14 with screws 15, or by applying a waterproof layer 8 around the edge of the indoor surface of the panel as shown in figure b.
Waterproof tape 13 is pasted on the joints by heat or solvent bonding to seal the joints. This aspect is, for example, the waterproof layer 8
is a laminated steel plate made of vinyl chloride resin and steel plate,
When the waterproof tape 13 is made of vinyl chloride resin, it is made of the same material and is firmly fixed and closed by heat or solvent adhesion.
また、セメント系パネル１０の端面形状を第５
図ａのごとくさねはぎ構造としたりｂのごとく、
あいじやくり構造とすると目地の止水性が高ま
り、突合せた端面を接着剤などで接着するとより
好ましい。防水層８は屋外側となるパネルの片表
面のほか、端面を覆い屋内側となる他表面縁部に
まわり込み形成し、目地貼１１をその上から行な
うことが目地の止水性を確保する上で必要であ
る。 In addition, the end face shape of the cement-based panel 10 is
A tongue-and-groove structure as shown in figure a, or a tongue-and-groove structure as shown in figure b.
A joint structure increases the water-stopping properties of the joints, and it is more preferable to bond the abutted end surfaces with an adhesive or the like. The waterproof layer 8 is formed not only on one surface of the panel that faces outdoors, but also covers the end face and wraps around the edge of the other surface that faces indoors, and the joint paste 11 is applied from above to ensure water-tightness of the joint. It is necessary.
この実施例においては、鉄骨柱を支える基礎６
の先端に屋外側が低面１６となつた段差部１７を
設け、防水シート４の縁部を基礎６の外側面に添
い折曲げ段差部１７を覆い配置し、この段差部１
７低面１６にパネル１０の下端面を接して載置
し、同時に基礎６に固定した躯体鉄骨を構成する
Ｌ形鋼７−１に挿通したボルト１８によつて基礎
６に引き付け、パネル屋内側面下縁部を段差部立
上り面１９に圧接し、パネル１０下端部と基礎６
とを防水層８と防水シート４とを介して密着せし
め目地を止水性高く閉塞してある。 In this example, the foundation 6 that supports the steel column is
A stepped portion 17 with the outdoor side facing the lower surface 16 is provided at the tip of the waterproof sheet 4, and the edge of the waterproof sheet 4 is bent along the outer surface of the foundation 6 and placed to cover the stepped portion 17.
7 Place the lower end of the panel 10 in contact with the lower surface 16, and at the same time pull it to the foundation 6 with bolts 18 inserted through the L-shaped steel 7-1 that constitutes the steel frame fixed to the foundation 6, and attach the panel to the indoor side surface. The lower edge is pressed against the rising surface 19 of the stepped portion, and the lower edge of the panel 10 and the foundation 6
are brought into close contact with each other via the waterproof layer 8 and the waterproof sheet 4, and the joints are closed with high water-tightness.
この地下構造物は以上の構成であり、この構造
物は外側面、端面および内側面縁部は防水層で被
覆してあり、パネル間目地は内側から内側面縁部
の防水層間の広い平面部分において目地貼りして
閉塞してあるので、パネルを透過したり、目地間
隙から水が浸透する恐れがなく止水性が優れ、補
修、管理が容易である。またパネルは予め外側
面、端面および内側面縁部が防水層で被覆してあ
り、躯体鉄骨に取付けた後に屋内側から目地貼り
して目地を閉塞し止水性を付与することができる
ので、大幅な余掘りの必要がなく、狭隘な土地に
作業性よく、地下構造物を構築できる。また、工
場生産したセメント系パネルを用いるので、RC
造りに比べ工期が短かく、工費も低廉であり、止
水性の信頼性も向上する。 This underground structure has the above-mentioned configuration, and the outer, end, and inner edges of this structure are covered with a waterproof layer, and the joints between panels are the wide flat areas between the waterproof layers from the inside to the inner edges. Since the panels are sealed with joints, there is no risk of water permeating through the panel or penetrating through the gaps between the joints, resulting in excellent water-stopping properties and easy repair and management. In addition, the outer, end, and inner edges of the panels are coated with a waterproof layer in advance, and after being attached to the steel frame of the building, the joints can be pasted from the indoor side to close the joints and provide significant water-stopping properties. There is no need for additional excavation, and underground structures can be constructed easily in narrow spaces. In addition, since we use factory-produced cement-based panels, RC
The construction period is shorter and the construction cost is lower than that of conventional construction, and the water-stopping reliability is also improved.
この発明は前記した実施例に限定されるもので
はない。例えば、余掘りが全く不可能が場合の施
工例を第６図により説明する。 The invention is not limited to the embodiments described above. For example, an example of construction in which over-excavation is completely impossible will be explained with reference to FIG.
第６図ａは構築すべき地下構造物寸法に略等し
く根棧りし矢板２０を周囲に建込んだ掘削地盤底
に、前記実施例と同様に割栗、捨コンクリート、
防水シート、保護モルタルを配し、その上に形成
した基礎６に、鉄骨７を建込んだものである。そ
の外側表面にｂ図のごとく防水層、断熱層を積層
したセメント系パネル１０を屋内側から鉄骨７の
間を通過して、あるいは上方から矢板２０と鉄骨
７との間を通過して鉄骨７の外側に敷並べ取付
け、パネル１０間の目地を屋内側から目地貼り１
１を施して地下構造物は構築される。 FIG. 6a shows that, as in the previous embodiment, chestnuts, dumped concrete,
A steel frame 7 is erected on a foundation 6 formed on a waterproof sheet and protective mortar. A cement-based panel 10 with a waterproof layer and a heat insulating layer laminated on its outer surface as shown in Figure b is passed between the steel frames 7 from the indoor side or between the sheet piles 20 and the steel frames 7 from above. Install them side by side on the outside of the panel, and paste the joints between panels 10 from the indoor side 1
1, the underground structure is constructed.
なお、セメント系パネル１０の外表面防水層表
面に断熱層を設けておくと、断熱性が向上するこ
とは云うまでもないし、防水層の保護にもなる。
しかし必ずしも断熱層を設けておく必要はない。 It goes without saying that if a heat insulating layer is provided on the outer waterproof layer of the cement panel 10, the heat insulating properties will be improved and the waterproof layer will be protected.
However, it is not always necessary to provide a heat insulating layer.
この発明は以上の通りであり、狭隘な土地に余
掘りすることなく、短期・低コストで止水信頼性
が高い地下構造物を提供することができる。 The present invention is as described above, and it is possible to provide an underground structure with high waterproof reliability in a short period of time and at low cost, without having to excavate excessively in a narrow space of land.
第１図ａ，ｂ，ｃ，ｄ，ｅ，ｆはこの発明の地
下構造物の施工過程を順に示す縦断面図、第２図
ａ，ｂはそれぞれこの発明に用いるセメント系パ
ネルの斜視図、第３図は地下構造物の側壁縦断面
図、第４図ａ，ｂはそれぞれパネル目地部分を示
す断面図、第５図ａ，ｂはそれぞれパネル端面断
面形状の変形例を示す断面図、第６図ａ，ｂは余
掘りが不可能な場合の施工の工程を順に示す縦断
面図である。
１，１′……掘削地盤、２……割栗、３……捨
コンクリート、４……防水シート、５……保護モ
ルタル、６……基礎、７……躯体鉄骨、７−１…
…Ｌ形鋼、８……防水層、９……断熱層、１０…
…セメント系パネル、１１……目地貼り、１２…
…ボルト孔、１３……防水テープ、１４……押え
金物、１５……ビス、１６……低面、１７……段
差部、１８……ボルト、１９……立上り面、２０
……矢板。
Figures 1 a, b, c, d, e, and f are longitudinal cross-sectional views sequentially showing the construction process of the underground structure of this invention, and Figures 2 a and b are perspective views of cement-based panels used in this invention, respectively. Fig. 3 is a longitudinal cross-sectional view of the side wall of the underground structure, Fig. 4 a and b are cross-sectional views showing the panel joints, Fig. 5 a and b are cross-sectional views showing modified examples of the panel end cross-sectional shape, respectively. Figures 6a and 6b are vertical cross-sectional views sequentially showing the construction steps when extra digging is not possible. 1, 1'... Excavation ground, 2... Chestnut, 3... Waste concrete, 4... Waterproof sheet, 5... Protective mortar, 6... Foundation, 7... Steel frame, 7-1...
...L-beam steel, 8...Waterproof layer, 9...Heat insulation layer, 10...
...Cement-based panel, 11...Glut pasting, 12...
... Bolt hole, 13 ... Waterproof tape, 14 ... Presser foot, 15 ... Screw, 16 ... Low surface, 17 ... Step part, 18 ... Bolt, 19 ... Rising surface, 20
...Sheet pile.
Claims (1)
物基礎を設け、その上に躯体鉄骨を建込んだ後、
外側面、端面および内側面縁部が防水層で被覆し
てあるセメント系パネルを前記躯体鉄骨外側に敷
並べ取付け、該パネル相互間目地を構造物屋内側
から前記内側面縁部の防水層間にまたがり目地貼
りして閉塞することを特徴とする地下構造物の施
工法。1 After laying the foundation for the structure at the bottom of the excavated ground where the underground structure is to be constructed and erecting the steel frame on top of it,
Cement-based panels whose outer surfaces, end surfaces, and inner edges are covered with a waterproof layer are installed side by side on the outside of the steel frame, and the joints between the panels are connected from the indoor side of the structure to between the waterproof layer on the inner edges. A construction method for underground structures characterized by straddling joints and closing them.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57107736A JPS59430A (en) | 1982-06-23 | 1982-06-23 | Underground structure and its construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP57107736A JPS59430A (en) | 1982-06-23 | 1982-06-23 | Underground structure and its construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS59430A JPS59430A (en) | 1984-01-05 |
| JPS6160210B2 true JPS6160210B2 (en) | 1986-12-19 |
Family
ID=14466643
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP57107736A Granted JPS59430A (en) | 1982-06-23 | 1982-06-23 | Underground structure and its construction |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS59430A (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7849648B2 (en) | 2004-12-30 | 2010-12-14 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for flooring |
| US7849649B2 (en) | 2005-01-27 | 2010-12-14 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for shear walls |
| US7849650B2 (en) | 2005-01-27 | 2010-12-14 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for a fire wall and other fire resistive assemblies |
| US7841148B2 (en) | 2005-01-27 | 2010-11-30 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for roofing |
| US7845130B2 (en) | 2005-12-29 | 2010-12-07 | United States Gypsum Company | Reinforced cementitious shear panels |
| US7870698B2 (en) | 2006-06-27 | 2011-01-18 | United States Gypsum Company | Non-combustible reinforced cementitious lightweight panels and metal frame system for building foundations |
| CN104218463B (en) * | 2014-09-29 | 2016-08-24 | 国家电网公司 | The heat extraction of a kind of distribution ring main unit, dehydrating unit |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5829921A (en) * | 1981-08-12 | 1983-02-22 | Misawa Homes Co Ltd | Outer wall panel structure for basement of building |
-
1982
- 1982-06-23 JP JP57107736A patent/JPS59430A/en active Granted
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5829921A (en) * | 1981-08-12 | 1983-02-22 | Misawa Homes Co Ltd | Outer wall panel structure for basement of building |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS59430A (en) | 1984-01-05 |
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