JPH0786211B2 - Inclined slide type scour prevention device - Google Patents
Inclined slide type scour prevention deviceInfo
- Publication number
- JPH0786211B2 JPH0786211B2 JP2409635A JP40963590A JPH0786211B2 JP H0786211 B2 JPH0786211 B2 JP H0786211B2 JP 2409635 A JP2409635 A JP 2409635A JP 40963590 A JP40963590 A JP 40963590A JP H0786211 B2 JPH0786211 B2 JP H0786211B2
- Authority
- JP
- Japan
- Prior art keywords
- scour prevention
- scour
- box
- guide member
- water
- 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 - Fee Related
Links
Landscapes
- Revetment (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、ダム構造物の下流側に
おける河床地盤の洗掘あるいは護岸構造物付近の水底地
盤の洗掘を防止する傾斜スライド式洗掘防止装置に関す
るものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an inclined slide type scour preventive device for preventing scour of a river bed ground downstream of a dam structure or scour of a water bottom ground near a revetment structure.
【0002】[0002]
【従来の技術】従来、(1)ダム構造物の下流側におけ
る河床地盤の洗掘を防止する場合あるいは護岸構造物付
近の水底地盤の洗掘を防止する場合は、洗掘防止場所の
河床地盤または水底地盤に、通水性鋼製箱体に石を充填
して構成した洗掘防止箱を載置する洗掘防止手段が採用
されている。2. Description of the Related Art Conventionally, (1) In order to prevent scouring of the river bed ground on the downstream side of the dam structure or to prevent scouring of the water bottom ground near the revetment structure, the river bed ground at the scouring prevention place is used. Alternatively, a scour prevention means for mounting a scour prevention box configured by filling a water-permeable steel box body with stones on the water bottom ground is adopted.
【0003】前記従来の洗掘防止手段の場合は、洗掘防
止箱の下流側下部の河床地盤あるいは洗掘防止箱の沖側
下部の水底地盤が洗掘されると、洗掘防止箱の下部の地
盤の洗掘が広がって行く。また洗掘防止箱の下部の地盤
の洗掘が広がっていくと、洗掘防止箱における地盤によ
り支承されない部分が広がっていくので、多量の石によ
る大きな荷重が通水性鋼製箱体に曲げ力として作用す
る。また、(2)特開昭55−95706号公報により
公表されているように、石が充填されている鋼製箱体の
内外に配置された連結用ブラケット間にボルトまたは連
結部材を取付けて、鋼製箱体相互を連結したものも知ら
れている。In the case of the above-mentioned conventional scour prevention means, when the riverbed ground below the scour prevention box or the water bottom ground below the scour prevention box is scourd, the bottom of the scour prevention box is The scouring of the ground spreads. Also, as the scour of the ground below the scour prevention box spreads, the part of the scour prevention box that is not supported by the ground expands, so a large load of a large amount of stones causes bending force on the water-permeable steel box. Acts as. (2) As disclosed in Japanese Patent Laid-Open No. 55-95706, a bolt or a connecting member is attached between connecting brackets arranged inside and outside a steel box body filled with stones, It is also known that steel boxes are connected to each other.
【0004】[0004]
【発明が解決しようとする課題】前記(1)の従来の洗
掘防止手段の場合は、洗掘防止箱の下部における地盤の
洗掘の広がりを防止することができず、かつ洗掘防止箱
の下部の地盤の洗掘が広がると、多量の石による大きな
荷重が通水性鋼製箱体に曲げ力として作用して、通水性
鋼製箱体が破損することがある。また前記(2)の場合
は、石が充填されている鋼製箱体の内側にも連結用ブラ
ケットを配置する必要があるので、隣り合う鋼製箱体が
上下動する場合に、鋼製箱体内の連結用ブラケットと、
その鋼製箱体内に充填されている石とが干渉し、鋼製箱
体相互が上下動できなくなる恐れがある。In the case of the conventional scour preventive means of the above (1), it is impossible to prevent the scour of the ground from spreading below the scour preventive box, and the scour preventive box. When the scouring of the ground below spreads, a large load due to a large amount of stones acts on the water-permeable steel box body as a bending force, and the water-permeable steel box body may be damaged. Further, in the case of (2), since it is necessary to dispose the connecting bracket inside the steel box body filled with stones, when the adjacent steel box bodies move up and down, the steel box A connecting bracket in the body,
The stones filled in the steel box may interfere with each other, and the steel boxes may not move up and down.
【0005】[0005]
【課題を解決するための手段】前述の問題を有利に解決
するために、本発明の傾斜スライド式洗掘防止装置にお
いては、固定洗掘防止箱4の下流側または沖側に、上方
から下方に向かって下流側または沖側に偏位するように
傾斜する溝15を有する傾斜縦ガイド部材2を設け、可
動洗掘防止箱7を前記固定洗掘防止箱4の下流側または
沖側に近接して配置し、可動洗掘防止箱7における上流
側または陸側の上部に固定されたガイド部材8を、前記
傾斜縦ガイド部材2の溝15内に傾斜下降自在に嵌設す
る。In order to advantageously solve the above-mentioned problems, in the inclined slide type scour preventive device of the present invention, the fixed scour preventive box 4 is provided on the downstream side or offshore side from above to below. Is provided with an inclined vertical guide member 2 having a groove 15 inclined so as to be deviated toward the downstream side or the offshore side, and the movable scour prevention box 7 is located close to the downstream side or the offshore side of the fixed scour prevention box 4. The guide member 8 fixed to the upper portion of the movable scour prevention box 7 on the upstream side or the land side is fitted in the groove 15 of the inclined vertical guide member 2 so as to be inclined and descendable.
【0006】[0006]
【実施例】図1ないし図8は本発明の第1実施例を示す
ものであって、図1ないし図5は洗掘前の状態を示し、
図6ないし図8は洗掘後の状態を示している。鋼製主枠
材10と上方から下方に向かって下流側に偏位するよう
に傾斜する鋼製前部主枠材11と鋼製中間枠杆12とが
溶接またはボルト13により結合されて、通水性鋼製箱
体1が構成され、その通水性鋼製箱体1における前部主
枠材11の前面(下流側の面)の中央部に、カットT形
鋼からなる傾斜部材14のウエブが溶接により固着さ
れ、前部主枠材11と傾斜部材14とにより、上方から
下方に向かって下流側に偏位するように傾斜する傾斜縦
ガイド部材2が構成され、この傾斜縦ガイド部材2は河
巾方向(左右方向)に間隔をおいて配置され、かつ傾斜
縦ガイド部材2の溝15は左右方向に開口し、さらに傾
斜縦ガイド部材2の下端部にストッパ16が溶接により
固着され、前記通水性鋼製箱体1の前面にエキスパンド
メタルからなる金網17が溶接により固着され、また前
記通水性鋼製箱体1内に石またはコンクリート塊等の石
類3が充填されて、固定洗掘防止箱4が構成されてい
る。上方から下方に向かって下流側に偏位するように傾
斜する鋼製後部枠材18および鋼製前部枠材19と鋼製
主枠材20と鋼製中間枠杆21と鋼製側板22とが溶接
またはボルト23により結合されて、通水性鋼製箱体6
が構成され、その通水性鋼製箱体6内に石類3が充填さ
れて可動洗掘防止箱7が構成されている。可動洗掘防止
箱7における後部枠材18の上部に、上流側に向かって
突出する鋼製ブラケット24の基端部が溶接により固着
され、そのブラケット24の先端部に、前記傾斜縦ガイ
ド部材2と等角度で傾斜する鋼板からなるガイド部材8
が溶接により固着され、そのガイド部材8は、傾斜縦ガ
イド部材2の側方開口溝15内に傾斜下降自在に嵌入さ
れている。前記固定洗掘防止箱4が、ダム構造物5の下
流側に近接して配置されて河床地盤25に載置され、多
数の可動洗掘防止箱7は、固定洗掘防止箱4の下流側に
近接して河巾方向に並べて配置されて河床地盤25に載
置され、固定洗掘防止箱4の上側端部とダム構造物5と
の間に石26が充填されている。1 to 8 show a first embodiment of the present invention, and FIGS. 1 to 5 show a state before scour,
6 to 8 show the state after scour. The steel main frame member 10 and the steel front main frame member 11 and the steel intermediate frame rod 12 which are inclined so as to be displaced downward from the upper side to the lower side are joined by welding or bolts 13, The water-soluble steel box body 1 is configured, and the web of the inclined member 14 made of cut T-shaped steel is provided at the center of the front surface (downstream surface) of the front main frame member 11 in the water-permeable steel box body 1. The front main frame member 11 and the inclined member 14 are fixed by welding, and an inclined vertical guide member 2 that is inclined so as to be displaced from the upper side to the lower side toward the downstream side is configured. The grooves 15 of the inclined vertical guide member 2 are arranged at intervals in the river width direction (horizontal direction), open in the horizontal direction, and a stopper 16 is fixed to the lower end portion of the inclined vertical guide member 2 by welding. From the expanded metal on the front of the water-permeable steel box 1. That wire mesh 17 is secured by welding, also stones such third stone or concrete mass or the like is filled in the water permeability steel box body 1, fixed scour preventive box 4 is constituted. A steel rear frame member 18, a steel front frame member 19, a steel main frame member 20, a steel intermediate frame rod 21, and a steel side plate 22, which are inclined from the upper side to the lower side so as to be displaced toward the downstream side. Are joined together by welding or bolts 23 to form a water-permeable steel box body 6
And the stones 3 are filled in the water-permeable steel box body 6 to form the movable scour prevention box 7. The base end of a steel bracket 24 protruding toward the upstream side is fixed by welding to the upper portion of the rear frame member 18 in the movable scour prevention box 7, and the inclined vertical guide member 2 is attached to the tip of the bracket 24. Guide member 8 made of a steel plate inclined at an equal angle to
Is fixed by welding, and the guide member 8 is fitted in the side opening groove 15 of the inclined vertical guide member 2 so as to be inclined downward. The fixed scour prevention box 4 is placed close to the downstream side of the dam structure 5 and placed on the riverbed 25, and the large number of movable scour prevention boxes 7 are located downstream of the fixed scour prevention box 4. Are placed side by side in the river width direction and placed on the riverbed ground 25, and stones 26 are filled between the upper end of the fixed scour prevention box 4 and the dam structure 5.
【0007】傾斜スライド式洗掘防止装置の下流側の河
床地盤25が洗掘されて、その洗掘が可動洗掘防止箱7
の下部まで達すると、図6ないし図8に示すように、上
流側の可動洗掘防止箱7に対し、下流側の可動洗掘防止
箱7が斜め前方に下降し、固定洗掘防止箱4に対し可動
洗掘防止箱7が下降すると、固定洗掘防止箱4の下流側
に可動洗掘防止箱7が下向きに屈折連設されるので、そ
の可動洗掘防止箱7により固定洗掘防止箱4の下部の河
床地盤25の洗掘が防止される。河床地盤25の洗掘が
上流側に向かって進行していく場合、洗掘部の上流側端
部が傾斜した状態で進行していくが、前記傾斜縦ガイド
部材2およびガイド部材8により誘導されて、可動洗掘
防止箱7が下流側に向かって斜めに下降していくので、
可動洗掘防止箱7を洗掘部の上流側の傾斜端部に迅速に
対向させることができる。The riverbed ground 25 on the downstream side of the inclined slide type scour prevention device is scour, and the scour is movable.
6 to 8, the downstream movable scour preventive box 7 descends diagonally forward with respect to the upstream movable scour preventive box 7 as shown in FIGS. On the other hand, when the movable scour preventive box 7 is lowered, the movable scour preventive box 7 is bent downward and connected to the downstream side of the fixed scour preventive box 4, so that the movable scour preventive box 7 prevents the fixed scour preventive box 7. The scouring of the riverbed ground 25 below the box 4 is prevented. When the scouring of the riverbed ground 25 proceeds toward the upstream side, the scouring part proceeds with the upstream end of the sloping portion being inclined, but is guided by the inclined vertical guide member 2 and the guide member 8. As the movable scour prevention box 7 descends diagonally toward the downstream side,
The movable scour prevention box 7 can be promptly opposed to the inclined end on the upstream side of the scour part.
【0008】この発明を実施する場合、複数の可動洗掘
防止箱7を河流方向に並べて配置し、かつ上流側の可動
洗掘防止箱における下流側端部に、上方から下方に向か
って下流側に偏位するように傾斜する縦ガイド部材を設
け、下流側の可動洗掘防止箱における上流側の上部に固
定したガイド部材を、前記縦ガイド部材に傾斜下降し得
るように嵌設してもよい。In the case of carrying out the present invention, a plurality of movable scour prevention boxes 7 are arranged side by side in the river direction, and at the downstream end of the upstream movable scour prevention box, from the upper side to the lower side, the downstream side. A vertical guide member that is inclined so as to be deviated from the vertical guide member is provided, and a guide member fixed to the upstream upper portion of the downstream movable scour prevention box may be fitted to the vertical guide member so as to be inclined and lowered. Good.
【0009】図9は本発明の第2実施例を示すものであ
って、固定洗掘防止箱4が護岸構造物9に近接して配置
されて水底地盤27に載置され、可動洗掘防止箱7が前
記固定洗掘防止箱4の沖側に近接して配置されて水底地
盤27に載置され、固定洗掘防止箱4における沖側の端
部に、上方から下方に向かって沖側に偏位するように傾
斜する傾斜縦ガイド部材2が固定され、可動洗掘防止箱
7における陸側の端部の上部に固定されたガイド部材8
が、前記傾斜縦ガイド部材2に傾斜下降自在に嵌入され
ているが、その他の構成および作用は第1実施例の場合
と同様である。第2実施例の場合、第1実施例の場合と
同様に複数の可動洗掘防止箱7を沖側に向かって並べて
設けてもよい。この発明を実施する場合、傾斜縦ガイド
部材2の上流側または陸側への傾斜角αは、10°〜3
0°好ましくは12°〜18°の範囲に設定される。FIG. 9 shows a second embodiment of the present invention, in which the fixed scour prevention box 4 is placed close to the revetment structure 9 and placed on the water bottom 27 to prevent movable scour. The box 7 is placed close to the offshore side of the fixed scour prevention box 4 and placed on the subsoil 27, and is attached to the offshore side end of the fixed scour prevention box 4 from the upper side to the lower side. An inclined vertical guide member 2 that is inclined so as to be deviated to a fixed position is fixed, and a guide member 8 is fixed to an upper part of a land side end of the movable scour prevention box 7.
Although it is fitted in the tilted vertical guide member 2 so as to be tilted downward, the other configurations and operations are the same as in the case of the first embodiment. In the case of the second embodiment, as in the case of the first embodiment, a plurality of movable scour prevention boxes 7 may be arranged side by side toward the offshore side. When this invention is implemented, the inclination angle α of the inclined vertical guide member 2 toward the upstream side or the land side is 10 ° to 3
0 ° is preferably set in the range of 12 ° to 18 °.
【0010】[0010]
【発明の効果】本発明によれば、河床地盤25または水
底地盤27が洗掘されて、その洗掘が可動洗掘防止箱7
の下部まで達すると、その可動洗掘防止箱7が、傾斜し
た縦ガイド部材2の溝15およびこれに嵌設されたガイ
ド部材8により確実にガイドされて、下流側または沖側
に向かって斜め下向きに下降するので、洗掘により生じ
た凹部の上流側傾斜端部または陸側傾斜端部に、可動洗
掘防止箱7における上流側または陸側の壁面を自動的に
かつ迅速に対向させることができ、そのため固定洗掘防
止箱4の端部に可動洗掘防止箱7からなる洗掘防止用遮
壁が自動的にかつ迅速に形成されるので、固定洗掘防止
箱4の下部の河床地盤25または水底地盤27が洗掘さ
れていくのを防止することができ、さらに可動洗掘防止
箱7は固定洗掘防止箱4に対し下降するので、固定洗掘
防止箱4からの可動洗掘防止箱7の下向き突出量を大き
くして、固定洗掘防止箱4の下部の河床地盤25または
水底地盤27の洗掘を確実に防止することができる。ま
た特にこの発明の場合は、固定洗掘防止箱4における傾
斜縦ガイド部材2の溝15内に、可動洗掘防止箱7側の
ガイド部材8が嵌設されているので、ガイド部材8が固
定洗掘防止箱4内の石と干渉することなく傾斜縦ガイド
部材2の傾斜する溝15にそって確実に傾斜下降できる
ため、可動洗掘防止箱7を固定洗掘防止箱4に対し、確
実に傾斜下降させることができる。According to the present invention, the river bed ground 25 or the water bottom ground 27 is scourd, and the scrubbing is performed by the movable scour prevention box 7.
When the movable scour preventive box 7 reaches the lower part of the vertical guide member 2, the movable scour preventive box 7 is reliably guided by the groove 15 of the inclined vertical guide member 2 and the guide member 8 fitted therein, and slanted toward the downstream side or the offshore side. Since it descends downward, the wall surface of the movable scour prevention box 7 on the upstream side or on the land side is automatically and promptly opposed to the upstream inclined end or the land side inclined end of the recess formed by the scour. As a result, since a scour prevention barrier consisting of the movable scour prevention box 7 is automatically and quickly formed at the end of the fixed scour prevention box 4, the riverbed below the fixed scour prevention box 4 is formed. It is possible to prevent the ground 25 or the submerged ground 27 from being scoured. Further, since the movable scour prevention box 7 descends with respect to the fixed scour prevention box 4, the movable scour prevention box 4 is movable. Fixed scouring by increasing the downward protrusion amount of digging prevention box 7 Scouring the bottom of the bed foundation 25 or the sea bed soil 27 of the stop box 4 can be reliably prevented. Further, particularly in the case of the present invention, since the guide member 8 on the movable scour prevention box 7 side is fitted in the groove 15 of the inclined vertical guide member 2 in the fixed scour prevention box 4, the guide member 8 is fixed. Since the movable scour prevention box 7 can be reliably moved with respect to the fixed scour prevention box 4 because the movable scour prevention box 7 can be reliably tilted and lowered along the slanting groove 15 of the slanted vertical guide member 2 without interfering with the stones in the scour prevention box 4. It can be tilted down.
【図1】洗掘前の傾斜スライド式洗掘防止装置の側面図
である。FIG. 1 is a side view of an inclined slide type scour prevention device before scour.
【図2】洗掘前の傾斜スライド式洗掘防止装置の平面図
である。FIG. 2 is a plan view of an inclined slide type scour prevention device before scour.
【図3】図1の傾斜スライド部を拡大して示す側面図で
ある。FIG. 3 is an enlarged side view showing an inclined slide portion of FIG.
【図4】傾斜スライド部の拡大平面図である。FIG. 4 is an enlarged plan view of an inclined slide portion.
【図5】傾斜スライド式洗掘防止装置の設置当初の状態
を示す概略側面図である。FIG. 5 is a schematic side view showing an initial state of installation of the inclined slide type scour prevention device.
【図6】洗掘後の傾斜スライド式洗掘防止装置の側面図
である。FIG. 6 is a side view of an inclined slide type scour prevention device after scour.
【図7】洗掘後の傾斜スライド式洗掘防止装置の平面図
である。FIG. 7 is a plan view of an inclined slide type scour prevention device after scour.
【図8】洗掘後の傾斜スライド式洗掘防止装置の正面図
である。FIG. 8 is a front view of an inclined slide type scour prevention device after scour.
【図9】傾斜スライド式洗掘防止装置の設置当初の状態
を示す概略側面図である。FIG. 9 is a schematic side view showing an initial state of installation of the inclined slide type scour prevention device.
1 通水性鋼製箱体 2 傾斜縦ガイド部材 3 石類 4 固定洗掘防止箱 5 ダム構造物 6 通水性鋼製箱体 7 可動洗掘防止箱 8 ガイド部材 9 護岸構造物 14 傾斜部材 15 溝 16 ストッパ 24 ブラケット 25 河床地盤 27 水底地盤 1 Water-permeable steel box body 2 Inclined vertical guide member 3 Stones 4 Fixed scour prevention box 5 Dam structure 6 Water-permeable steel box body 7 Movable scour prevention box 8 Guide member 9 Revetment structure 14 Inclination member 15 Groove 16 Stopper 24 Bracket 25 Riverbed 27 Waterbed
Claims (2)
下方に向かって下流側に偏位するように傾斜する溝15
を有する傾斜縦ガイド部材2が設けられ、前記通水性鋼
製箱体1とその中に充填された石類3とからなる固定洗
掘防止箱4が、ダム構造物5の下流側に近接して河床地
盤に載置され、通水性鋼製箱体6とその中に充填された
石類3とからなる可動洗掘防止箱7が、前記固定洗掘防
止箱4の下流側に近接して河床地盤に載置され、可動洗
掘防止箱7における上流側の上部に設けられたガイド部
材8が、傾斜縦ガイド部材2の溝15内に傾斜下降自在
に嵌設されていることを特徴とする傾斜スライド式洗掘
防止装置。1. A groove 15 inclined toward the downstream side of the water-permeable steel box body 1 so as to be displaced downward from the upper side to the lower side.
An inclined vertical guide member 2 having the above is provided, and a fixed scour prevention box 4 composed of the water-permeable steel box body 1 and stones 3 filled in the water-permeable steel box body 1 is provided near the downstream side of the dam structure 5. The movable scour prevention box 7 placed on the riverbed ground and composed of the water-permeable steel box body 6 and the stones 3 filled therein is located close to the downstream side of the fixed scour prevention box 4. A guide member 8 placed on the bed of the riverbed and provided at an upper portion on the upstream side of the movable scour prevention box 7 is fitted in the groove 15 of the inclined vertical guide member 2 so as to be inclined and descendable. Inclined slide type scour prevention device.
方に向かって沖側に偏位するように傾斜する溝15を有
する傾斜縦ガイド部材2が設けられ、前記通水性鋼製箱
体1とその中に充填された石類3とからなる固定洗掘防
止箱4が、護岸構造物9の沖側に近接して水底地盤に載
置され、通水性鋼製箱体6とその中に充填された石類3
とからなる可動洗掘防止箱7が、前記固定洗掘防止箱4
の沖側に近接して水底地盤に載置され、可動洗掘防止箱
7における陸側の上部に設けられたガイド部材8が、傾
斜縦ガイド部材2の溝15内に傾斜下降自在に嵌設され
ていることを特徴とする傾斜スライド式洗掘防止装置。2. An inclined vertical guide member 2 having a groove 15 that is inclined so as to be offset from the upper side toward the lower side is provided on the offshore side of the water-permeable steel box body 1. A fixed scouring preventive box 4 composed of a box body 1 and stones 3 filled therein is placed on the water bottom ground near the offshore side of the revetment structure 9, and a water-permeable steel box body 6 is provided. And stones filled in it 3
The movable scour prevention box 7 consisting of the fixed scour prevention box 4
The guide member 8 placed on the bottom of the water close to the offshore side of the shore and provided on the upper part of the movable scour prevention box 7 on the land side is fitted in the groove 15 of the sloping vertical guide member 2 so as to be tiltable and descendable. Sloping slide type scouring prevention device characterized in that
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2409635A JPH0786211B2 (en) | 1990-12-11 | 1990-12-11 | Inclined slide type scour prevention device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2409635A JPH0786211B2 (en) | 1990-12-11 | 1990-12-11 | Inclined slide type scour prevention device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04213609A JPH04213609A (en) | 1992-08-04 |
| JPH0786211B2 true JPH0786211B2 (en) | 1995-09-20 |
Family
ID=18518951
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2409635A Expired - Fee Related JPH0786211B2 (en) | 1990-12-11 | 1990-12-11 | Inclined slide type scour prevention device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0786211B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100395972B1 (en) * | 2001-06-27 | 2003-08-27 | 대신종합건설주식회사 | Method of construction of areservoir for put in water using stone |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5913607B2 (en) * | 1979-01-12 | 1984-03-30 | 日鐵建材工業株式会社 | Steel box frame construction method |
-
1990
- 1990-12-11 JP JP2409635A patent/JPH0786211B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH04213609A (en) | 1992-08-04 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |