JP2505994Y2 - Hard foam resin block stacking type upright wall structure - Google Patents

Hard foam resin block stacking type upright wall structure

Info

Publication number
JP2505994Y2
JP2505994Y2 JP2213390U JP2213390U JP2505994Y2 JP 2505994 Y2 JP2505994 Y2 JP 2505994Y2 JP 2213390 U JP2213390 U JP 2213390U JP 2213390 U JP2213390 U JP 2213390U JP 2505994 Y2 JP2505994 Y2 JP 2505994Y2
Authority
JP
Japan
Prior art keywords
resin block
frame
upright wall
block
foamed resin
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 - Lifetime
Application number
JP2213390U
Other languages
Japanese (ja)
Other versions
JPH03115139U (en
Inventor
靖明 樋口
Original Assignee
株式会社建設企画コンサルタント
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 株式会社建設企画コンサルタント filed Critical 株式会社建設企画コンサルタント
Priority to JP2213390U priority Critical patent/JP2505994Y2/en
Publication of JPH03115139U publication Critical patent/JPH03115139U/ja
Application granted granted Critical
Publication of JP2505994Y2 publication Critical patent/JP2505994Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Description

【考案の詳細な説明】 〔産業上の利用分野〕 この考案は、表面仕上げされた直立壁面を有する硬質
発泡樹脂ブロック積重ね式直立壁面構造物に関するもの
である。
DETAILED DESCRIPTION OF THE INVENTION [Industrial application] The present invention relates to a rigid foamed resin block stacking type upright wall structure having a surface-finished upright wall surface.

〔従来の技術〕 発泡スチロールからなる軽量の硬質発泡樹脂ブロック
を積み重ねて構築した構築物は、従来の盛土工法に比べ
て自立安定性が著しく高い。そのため壁面構造を、従来
の土圧を受ける構造のように剛性の大きい構造にする必
要はない。
[Prior Art] A structure constructed by stacking lightweight rigid foamed resin blocks made of Styrofoam has significantly higher self-sustaining stability than the conventional embankment method. Therefore, it is not necessary for the wall structure to have a structure with high rigidity, unlike the conventional structure that receives earth pressure.

従来、多数の硬質発泡樹脂ブロックを積み重ねて、直
立壁面を有する道路造成用構造物あるいは土地造成用構
造物を構築する方式としては、(1)第11図に示すよう
に、逆T字形断面のコンクリート製座板付き壁体7を地
盤8上に現場施工により築造し、その座板付き壁体7に
おける直立壁9の内側に多数の発泡スチロールブロック
10を積み重ねる方式、(2)第12図に示すように逆T字
形断面のプレキャストコンクリート製基礎ブロック11を
地盤8の上に設置し、上下方向に延長する波形断面の金
属製壁板12の下端部を前記プレキャストコンクリート製
基礎ブロック11における縦部材13の内面に当接して適当
な手段により固定し、かつ前記壁板12を倒れないように
タイロッド等のアンカー部材により繋止し、前記壁板12
の内側に多数の発泡スチロールブロック10を積み重ねる
方式、(3)第13図に示すように、逆T字形断面のプレ
キャストコンクリート製基礎ブロック11を地盤8の上に
設置し、H形鋼からなる複数本の支柱14を基礎ブロック
長手方向に間隔をおいて配置し、かつ各支柱14の下端部
を前記基礎ブロック11における縦部材13の内面に当接し
て適当な手段により固定し、かつ前記支柱14を倒れない
ようにタイロッド等のアンカー部材により繋止し、隣り
合う支柱14の溝に多数の壁用パネル15を落とし込みによ
り嵌設し、前記支柱14およびパネル15からなる壁体の内
側に多数の発泡スチロールブロック10を積み重ねる方式
等が知られている。
Conventionally, as a method of stacking a large number of hard foamed resin blocks to construct a road construction structure or land construction structure having an upright wall surface, (1) as shown in FIG. 11, an inverted T-shaped cross section is used. A wall 7 with a concrete seat plate is built on the ground 8 by on-site construction, and a large number of Styrofoam blocks are provided inside the upright wall 9 in the wall 7 with a seat plate.
Method of stacking 10 (2) As shown in FIG. 12, a precast concrete foundation block 11 with an inverted T-shaped cross section is installed on the ground 8 and the lower end of a metal wall plate 12 with a corrugated cross section extending vertically Part is abutted against the inner surface of the vertical member 13 in the precast concrete foundation block 11 and fixed by an appropriate means, and the wall plate 12 is locked by an anchor member such as a tie rod so as not to fall, and the wall plate 12
A method of stacking a large number of styrofoam blocks 10 on the inside of the, (3) As shown in FIG. 13, a precast concrete foundation block 11 having an inverted T-shaped cross section is installed on the ground 8, and a plurality of H-shaped steel blocks are installed. The columns 14 are arranged at intervals in the longitudinal direction of the basic block, and the lower ends of the columns 14 are abutted against the inner surface of the vertical member 13 in the basic block 11 and fixed by appropriate means, and the columns 14 are fixed. Locked with anchor members such as tie rods so that they do not fall down, many wall panels 15 are fitted into the grooves of adjacent columns 14 by dropping, and a large number of Styrofoam inside the wall body composed of the columns 14 and the columns 15. A method of stacking the blocks 10 is known.

〔考案が解決しようとする課題〕[Problems to be solved by the device]

前記(1)の方式の場合は、直立壁面構造物の施工現
場において、コンクリート製座板付き壁体7を築造する
ための型枠組立作業とコンクリート打設作業と型枠撤去
作業とを行なわねばならないので、施工が煩雑であると
共に、工費が高くなるという問題がある。
In the case of the above method (1), at a construction site of an upright wall structure, a formwork assembling work, a concrete placing work, and a formwork removing work for constructing a concrete wall 7 with a seat plate must be performed. Therefore, there is a problem that the construction is complicated and the construction cost is high.

また前記(2)の方式の場合には、高さの高い壁板12
の下端部を基礎ブロック11における縦部材13に固定し、
かつ壁板12の上側部分をアンカー部材により繋止する必
要があるので、施工が煩雑であると共に工費が高くなる
という問題がある。
Further, in the case of the method of (2) above, the high wall plate 12
Fixed to the vertical member 13 in the base block 11 of the lower end,
Moreover, since it is necessary to connect the upper portion of the wall plate 12 with the anchor member, there is a problem that the construction is complicated and the construction cost is high.

さらに前記(3)の方式の場合は、支柱14の下端部を
基礎ブロック11における縦部材13に固定し、かつ支柱14
の上側部分をアンカー部材により繋止し、さらに多数の
パネル15を左右の支柱14の溝に落とし込みにより嵌設す
るので、施工が著しく煩雑であると共に、工費が高くな
り、しかも外観が悪いという問題がある。
Further, in the case of the above method (3), the lower end of the pillar 14 is fixed to the vertical member 13 in the basic block 11, and the pillar 14
Since the upper part of is fixed by an anchor member and a large number of panels 15 are fitted by being dropped into the grooves of the left and right columns 14, the construction is extremely complicated, the construction cost is high, and the appearance is poor. There is.

この考案は前述の問題を有利に解決できる硬質発泡樹
脂ブロック積重ね式直立壁面構造物を提供することを目
的とするものである。
An object of the present invention is to provide a rigid foamed resin block stacking type upright wall structure which can advantageously solve the above problems.

〔課題を解決するための手段〕[Means for solving the problem]

前記目的を達成するために、この考案の硬質発泡樹脂
ブロック積重ね式直立壁面構造物においては、硬質発泡
樹脂ブロック1の一端部に、垂直なパネル支承板2を備
えている金属製4角形枠体3が嵌合固定され、枠体付き
発泡樹脂ブロック4が構成され、多数の枠体付き発泡樹
脂ブロック4が直立壁面を形成するように積み重ねら
れ、前記4角形枠体3におけるパネル支承板2に、壁面
パネル仕上げパネル5が当接されて取付具6により固定
されている。
In order to achieve the above-mentioned object, in the rigid foamed resin block stacking type upright wall structure of the present invention, a rectangular metal frame having a vertical panel support plate 2 at one end of the rigid foamed resin block 1. 3 are fitted and fixed to form a foamed resin block 4 with a frame body, and a large number of foamed resin blocks 4 with a frame body are stacked so as to form an upright wall surface, and are attached to the panel support plate 2 of the quadrangular frame body 3. The wall panel finishing panel 5 is in contact with and fixed by the fixture 6.

〔実施例〕〔Example〕

次にこの考案を図示の例によって詳細に説明する。 Next, this invention will be described in detail with reference to the illustrated example.

第3図および第4図はこの考案の実施例において用い
られる第1例の枠体付き発泡樹脂ブロック4を示し、第
5図はその枠体付き発泡樹脂ブロック4を組立てる前の
状態を示すものであって、発泡スチロールからなる立方
体状の硬質発泡樹脂ブロック1における一端部の周囲
に、後述する枠体の板厚に相当する引込部分16が設けら
れ、周面板17とパネル支承板2とからなる金属製4角形
枠体3における前記周面板17が、硬質発泡樹脂ブロック
1における引込み部分16に嵌合され、前記4角形枠体3
におけるパネル支承板2は硬質発泡樹脂ブロック1の端
面18に当接され、かつ多数の釘またはねじ釘からなる固
定具19が、前記周面板17に設けられた透孔に挿通され
て、硬質発泡樹脂ブロック1に打込まれている。
3 and 4 show the foam resin block with frame 4 of the first example used in the embodiment of the present invention, and FIG. 5 shows the state before the foam resin block with frame 4 is assembled. A cubic hard foam resin block 1 made of styrofoam is provided around its one end with a lead-in portion 16 corresponding to the plate thickness of the frame body, which will be described later, and is composed of a peripheral plate 17 and a panel support plate 2. The peripheral surface plate 17 of the metal quadrangular frame 3 is fitted into the lead-in portion 16 of the hard foam resin block 1, and the quadrangular frame 3
The panel support plate 2 in FIG. 2 is brought into contact with the end surface 18 of the hard foam resin block 1, and the fixture 19 composed of a large number of nails or screw nails is inserted into the through hole provided in the peripheral surface plate 17 to form the hard foam. It is driven into the resin block 1.

第1図および第2図は、第3図および第4図に示す第
1例の枠体付き発泡樹脂ブロック4を使用して地山21の
斜面に沿って構築したこの考案の第1実施例に係る直立
壁面構造物を示すものであって、発泡スチロールブロッ
クからなる多数の硬質発泡樹脂ブロック1と、多数の枠
体付き発泡樹脂ブロック4とが、横方向に接合された状
態で、片側に直立壁面が形成されるように積み重ねら
れ、かつ各枠体付き発泡樹脂ブロック4における4角形
枠体3のパネル支承板2が直立壁の垂直面上に配置さ
れ、さらに上下方向に隣り合うブロック層におけるブロ
ック接合目地は上下方向に重なり合わないように配置さ
れている。
1 and 2 show a first embodiment of the present invention constructed along a slope of a natural ground 21 using the foamed resin block 4 with a frame of the first example shown in FIGS. 3 and 4. FIG. 2 is a view showing an upright wall structure according to the above, wherein a large number of hard foam resin blocks 1 made of a polystyrene foam block and a large number of framed foam resin blocks 4 are upright on one side in a state of being joined in the lateral direction. The panel supporting plates 2 of the rectangular frame bodies 3 of the foamed resin blocks 4 with the frame bodies are stacked so that the wall surfaces are formed, are arranged on the vertical surface of the upright wall, and further in the vertically adjacent block layers. The block joints are arranged so that they do not overlap vertically.

壁面外装パネル5は複数の4角形枠体3におけるパネ
ル支承板2にわたって当接され、かつ壁面外装パネル5
はパネル支承板2に対しドリルビスからなる取付具6に
より固定され、上下方向および左右方向に隣り合う壁面
外装パネル5の端面は、相互に接触または近接して配置
されている。
The wall surface exterior panel 5 is abutted over the panel support plates 2 of the plurality of quadrangular frame bodies 3, and the wall surface exterior panel 5
Is fixed to the panel support plate 2 by a fixture 6 composed of a drill screw, and the end faces of the wall surface exterior panels 5 which are vertically and horizontally adjacent to each other are arranged in contact with or in close proximity to each other.

壁面外装パネル5をパネル支承板2に固定する場合、
多数のビス挿通用透孔を備えている壁面外装パネル5を
パネル支承板2に当接し、かつそのパネル支承板2に、
壁面外装パネル5のビス挿通用透孔に重なる位置におい
てビス螺合用孔を穿設し、多数のドリルビスからなる取
付具6を、前記壁面外装パネル5のビス挿通用透孔に挿
通すると共に、パネル支承板2のビス螺合用孔に螺合し
てもよい。
When fixing the wall exterior panel 5 to the panel support plate 2,
The wall surface exterior panel 5 having a large number of screw insertion through-holes is brought into contact with the panel support plate 2, and the panel support plate 2 is
A screw screwing hole is formed at a position overlapping with the screw insertion through hole of the wall surface exterior panel 5, and a fixture 6 composed of a large number of drill screws is inserted into the screw insertion through hole of the wall surface exterior panel 5, and at the same time, the panel is inserted. It may be screwed into the screw screwing hole of the support plate 2.

第7図は第3図および第4図に示す第1例の枠体付き
発泡樹脂ブロック4を使用して構築したこの考案の第2
実施例に係る道路下直立壁面構造物を示すものであっ
て、発泡スチロールブロックからなる多数の硬質発泡樹
脂ブロック1と多数の枠体付き発泡樹脂ブロック4と
が、横方向に相互に接合された状態で、両側に直立壁が
形成されるように積み重ねられ、かつ各枠体付き発泡樹
脂ブロック4における4角形枠体3のパネル支承板2が
直立壁の垂直面上に配置されて、路盤下構造物が構成さ
れ、その路盤下構造物の上部に道路舗装22が設けられて
いるが、その他の構成は第1実施例の場合と同様であ
る。
FIG. 7 is a second embodiment of the present invention constructed using the foamed resin block 4 with a frame body of the first example shown in FIGS. 3 and 4.
1 is a view showing an upright wall surface structure under a road according to an embodiment, in which a large number of rigid foamed resin blocks 1 made of Styrofoam blocks and a large number of framed foamed resin blocks 4 are laterally joined to each other; , The panel support plates 2 of the quadrangular frames 3 in the foamed resin blocks 4 with frames are arranged on the vertical planes of the upright walls so that the upright walls are formed on both sides. The road pavement 22 is provided above the roadbed structure, but the other structures are the same as those in the first embodiment.

第8図および第9図はこの考案を実施する場合に使用
できる第2例の枠体付き発泡樹脂ブロック4を示すもの
であって、4角形枠体3におけるパネル支承板2が硬質
発泡樹脂ブロック1の端面18から離反されているが、そ
の他の構成は第1例の枠体付き発泡樹脂ブロック4と同
様である。
FIG. 8 and FIG. 9 show a foam resin block 4 with a frame of a second example which can be used when the present invention is carried out, in which the panel support plate 2 of the rectangular frame 3 is a hard foam resin block. Although it is separated from the end face 18 of No. 1, other configurations are the same as those of the foamed resin block 4 with a frame of the first example.

第2例の枠体付き発泡樹脂ブロック4を使用した場合
は、第10図に示すように、硬質発泡樹脂ブロック1の端
面18と壁面外装パネル5との間に空間層23が設けられて
いるので、その空間層23が断熱層となって硬質発泡樹脂
ブロック1の耐火性を向上させる。
When the foamed resin block 4 with a frame of the second example is used, as shown in FIG. 10, a space layer 23 is provided between the end surface 18 of the hard foamed resin block 1 and the wall exterior panel 5. Therefore, the space layer 23 serves as a heat insulating layer to improve the fire resistance of the hard foam resin block 1.

この考案を実施する場合、壁面外装パネル5として
は、耐食性の優れたフッ素系樹脂をラミネートまたは焼
付塗装した鋼板,アルミニウム板,ステンレス鋼板,チ
タン鋼板等の金属系板体を使用してもよく、あるいはFR
P等の高分子樹脂系板体またはセメント系板体,セラミ
ック系板体であって軽量で耐久性および美観性のあるも
のを使用してもよく、あるいは複数の枠体付き発泡樹脂
ブロック4の端面を被覆する大きさであってもよい。
い。
In the case of implementing the present invention, as the wall exterior panel 5, a metal-based plate body such as a steel plate, an aluminum plate, a stainless steel plate, or a titanium steel plate laminated or baked and coated with a fluorine-based resin having excellent corrosion resistance may be used. Or FR
A polymer resin board such as P, a cement board, or a ceramic board that is lightweight and has durability and aesthetic appearance may be used, or a plurality of foam resin blocks 4 with a frame may be used. It may have a size that covers the end face.
No.

前記壁面外装パネル5は、一箇の枠体付き発泡樹脂ブ
ロック4の端面を被覆する大きさであってもよい。
The wall surface exterior panel 5 may have a size that covers an end surface of one foamed resin block 4 with a frame.

〔考案の効果〕[Effect of device]

この考案は前述のように構成されているので、以下に
記載するような効果を奏する。
Since the present invention is configured as described above, the following effects can be obtained.

枠体付き発泡樹脂ブロック4を直立壁面構造物におけ
る直立壁面側に積み重ねると共に、4角形枠体3におけ
るパネル支承板2を垂直面上に位置するように配置し、
次いで壁面外装パネル5を4角形枠体3のパネル支承板
2に当接して取付具6により固定するという簡単な作業
を行なうだけで、外観が良好な直立壁面を容易にかつ迅
速にしかも経済的に構成することができる。
The foamed resin block with frame 4 is stacked on the upright wall surface side of the upright wall structure, and the panel support plate 2 of the quadrangular frame body 3 is arranged so as to be located on the vertical plane.
Then, a simple work of abutting the wall surface exterior panel 5 on the panel support plate 2 of the quadrangular frame body 3 and fixing it with the fixtures 6 makes it possible to easily, quickly and economically construct an upright wall surface having a good appearance. Can be configured to.

【図面の簡単な説明】[Brief description of drawings]

第1図および第2図は地山の斜面に沿って構築したこの
考案の第1実施例に係る直立壁面構造物を示すものであ
って、第1図は一部を示す斜視図、第2図は縦断側面図
である。第3図はこの考案を実施する場合に用いられる
第1例の枠体付き発泡樹脂ブロックを示す斜視図、第4
図はその縦断側面図、第5図は第1例の枠体付き発泡樹
脂ブロックを組立てる前の状態を示す分解斜視図であ
る。第6図は積重ねられた多数の枠体付き発泡樹脂ブロ
ックと壁面外装パネルとの関係を示す分解斜視図であ
る。第7図はこの考案の第2実施例に係る道路下直立壁
面構造物を示す縦断斜視図である。 第8図は第2例の枠体付き発泡樹脂ブロックを示す側面
図、第9図はその縦断側面図、第10図は第2例の枠体付
き発泡樹脂ブロックに壁面外装パネルを取付けた状態を
示す縦断側面図である。第11図ないし第13図は従来の硬
質発泡樹脂ブロック積重ね式直立壁面構造物を示す斜視
図である。 図において、1は硬質発泡樹脂ブロック、2はパネル支
承板、3は4角形枠体、4は枠体付き発泡樹脂ブロッ
ク、5は壁面外装パネル、6は取付具、16は引込み部
分、17は周面板、19は固定具、23は空間層である。
1 and 2 show an upright wall structure according to a first embodiment of the present invention constructed along a slope of a natural ground, and FIG. 1 is a perspective view showing a part thereof, and FIG. The figure is a vertical side view. FIG. 3 is a perspective view showing a foamed resin block with a frame body of a first example used when implementing the present invention, and FIG.
FIG. 5 is a vertical side view thereof, and FIG. 5 is an exploded perspective view showing a state before the foamed resin block with a frame of the first example is assembled. FIG. 6 is an exploded perspective view showing the relationship between a number of stacked foamed resin blocks with a frame and a wall exterior panel. FIG. 7 is a longitudinal perspective view showing an upright wall surface structure under a road according to a second embodiment of the present invention. FIG. 8 is a side view showing the foamed resin block with a frame of the second example, FIG. 9 is a vertical side view of the same, and FIG. 10 is a state in which a wall exterior panel is attached to the foamed resin block with a frame of the second example. FIG. 11 to 13 are perspective views showing a conventional hard foam resin block stacking type upright wall structure. In the figure, 1 is a rigid foamed resin block, 2 is a panel support plate, 3 is a rectangular frame body, 4 is a foamed resin block with a frame body, 5 is a wall exterior panel, 6 is a fixture, 16 is a retractable portion, 17 is a A peripheral plate, 19 is a fixture, and 23 is a space layer.

Claims (1)

(57)【実用新案登録請求の範囲】(57) [Scope of utility model registration request] 【請求項1】硬質発泡樹脂ブロック1の一端部に、垂直
なパネル支承板2を備えている金属製4角形枠体3が嵌
合固定されて、枠体付き発泡樹脂ブロック4が構成さ
れ、多数の枠体付き発泡樹脂ブロック4が直立壁面を形
成するように積み重ねられ、前記4角形枠体3における
パネル支承板2に、壁面パネル仕上げパネル5が当接さ
れて取付具6により固定されている硬質発泡樹脂ブロッ
ク積重ね式直立壁面構造物。
1. A rigid resin foam block 1 is fitted with a metal quadrangular frame 3 having a vertical panel support plate 2 at one end to form a resin foam block 4 with a frame. A large number of foam resin blocks 4 with a frame are stacked so as to form an upright wall surface, and a wall panel finishing panel 5 is brought into contact with the panel support plate 2 of the quadrangular frame 3 and fixed by a fixture 6. Hard foam resin block stacking type upright wall structure.
JP2213390U 1990-03-07 1990-03-07 Hard foam resin block stacking type upright wall structure Expired - Lifetime JP2505994Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2213390U JP2505994Y2 (en) 1990-03-07 1990-03-07 Hard foam resin block stacking type upright wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2213390U JP2505994Y2 (en) 1990-03-07 1990-03-07 Hard foam resin block stacking type upright wall structure

Publications (2)

Publication Number Publication Date
JPH03115139U JPH03115139U (en) 1991-11-27
JP2505994Y2 true JP2505994Y2 (en) 1996-08-07

Family

ID=31525152

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2213390U Expired - Lifetime JP2505994Y2 (en) 1990-03-07 1990-03-07 Hard foam resin block stacking type upright wall structure

Country Status (1)

Country Link
JP (1) JP2505994Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013002168A (en) * 2011-06-17 2013-01-07 Free Kogyo Kk Road construction method

Also Published As

Publication number Publication date
JPH03115139U (en) 1991-11-27

Similar Documents

Publication Publication Date Title
US4835928A (en) Composite wall construction
US4573301A (en) Interlocking building blocks
US6763640B2 (en) Prefab brickwork
CA2392733C (en) A building structure utilising modular building elements
US5259161A (en) Vertical and horizontal reinforcement and spacing guide for panels constructed of blocks
US3755982A (en) Building panels
CA2302137A1 (en) Sandwich wall construction and dwelling
CA2208401C (en) Building panels
US4274242A (en) Building systems
US4794749A (en) Building system
JP2505994Y2 (en) Hard foam resin block stacking type upright wall structure
GB2394730A (en) Mortarless brick and locking bolt building system
JPH11159030A (en) Skeleton wall and retaining wall construction method and material
US3759003A (en) Pinned joint
JP7213150B2 (en) Fixing method of pillars and concrete floor slabs and construction method of retaining walls
JPH11181916A (en) Unit block for block built up type structure and its dry construction method
JP7431442B2 (en) Fence structure and fence material
JP2004238984A (en) Retaining wall panel, and bubble mixed lightweight banking method
JP3218463B2 (en) Refractively connected planar bodies
AU2002301430B2 (en) A building construction
JPH0137045Y2 (en)
JP3304063B2 (en) Dry block stacking construction
JP3677073B2 (en) Concrete foundation construction unit
RU2076178C1 (en) Building from concrete box units
JP3289167B2 (en) Construction method of half PC formwork and concrete slab

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term