JPS6027322B2 - Construction method for temporary protective floors in elevated road construction, etc. - Google Patents
Construction method for temporary protective floors in elevated road construction, etc.Info
- Publication number
- JPS6027322B2 JPS6027322B2 JP7928579A JP7928579A JPS6027322B2 JP S6027322 B2 JPS6027322 B2 JP S6027322B2 JP 7928579 A JP7928579 A JP 7928579A JP 7928579 A JP7928579 A JP 7928579A JP S6027322 B2 JPS6027322 B2 JP S6027322B2
- Authority
- JP
- Japan
- Prior art keywords
- temporary protective
- panel
- construction
- elevated road
- protective floor
- 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
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【発明の詳細な説明】
本発明は主に市街地での高架道路の建設時に使用される
防護床の施工法に関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing a protective floor mainly used during the construction of elevated roads in urban areas.
従来、市街地においては高架道路の路面コンクリート打
設時に、コンクリート塊あるいはその他道路建設時に各
種の落下物があるため、下方の家屋、自動車、通行人を
保護するために橋脚、道路桁を配置した後、道路桁に落
下物を防ぐ防護床をタ吊下げて道路部のコンクリート打
等を行なっている。ところで、従釆の防護床は、地上か
らlowあるいは場所によってはそれ以上ある高さの道
路桁下面まで足場を組み、都材を道路桁下面に取付けて
o構成している。Conventionally, in urban areas, when concrete is placed on the surface of elevated roads, concrete lumps and other various falling objects occur during road construction, so bridge piers and road girders have been placed to protect the houses, cars, and passersby below. Protective floors to prevent falling objects are suspended from road girders during concrete pouring for roads. By the way, the secondary protective floor is constructed by constructing scaffolding from the ground to the lower surface of the road girder at a height of low or higher depending on the location, and attaching materials to the lower surface of the road girder.
このため、足場組から防護床を構成し次いで足場を撤去
するまでの間、下方の交通を遮断する必要があるので、
交通量の少ない夜間工事によって防護床施工が行なわれ
ている。しかしながら、上記従来の施工方法では、夜間
タ地上数仇の高さで作業する結果、事故の発生が昼間の
工事より相当多いことと、照明、騒音等による公害の発
生を伴なうものである。また、防護床を足場板で構成し
ている関係上、防護床上の雨水が雨の降りやんだ数時間
後まで落下し各種の問題を起こしている。本発明は上記
従来の欠点に鑑みてなされたもので防護床上の雨水が数
時間後まで落下することなく、事故の発生および照明、
騒音等による公害の発生を防止することができる高架道
路建設等における仮設防護床の施工法を提供しようとす
るものである。For this reason, it is necessary to block traffic below from the scaffolding to the construction of the protective floor and the subsequent removal of the scaffolding.
Construction of the protective floor is being carried out at night when there is little traffic. However, in the conventional construction method described above, as a result of working at night at a height of several feet above the ground, the number of accidents is considerably higher than during daytime construction, and pollution is caused by lighting, noise, etc. . In addition, because the protective floor is constructed of scaffolding boards, rainwater on the protective floor can fall until several hours after the rain has stopped, causing various problems. The present invention has been made in view of the above-mentioned drawbacks of the conventional technology, and prevents rainwater from falling on the protective floor until several hours later, thereby preventing accidents and lighting.
The present invention aims to provide a method for constructing temporary protective floors for elevated road construction, etc., which can prevent pollution caused by noise and the like.
Zつぎに、本発明を一
実施例である添付図面にしたがって説明する。第1図は
本発明にかかる高架道路建設等における仮設防護床1を
示し、2は仮設防護床1を構成するパネル、13はパネ
ル2上面に設けられた吊Z下げ用棒状体、16は仮設防
護床1の少なくとも一側端に設けられた“あさがお”と
称する防護壁で、24は仮設防護床1を吊下げるワイヤ
である。ZNext, the present invention will be explained with reference to the attached drawings which are one embodiment. FIG. 1 shows a temporary protective floor 1 for elevated road construction, etc. according to the present invention, 2 is a panel constituting the temporary protective floor 1, 13 is a rod-shaped body for suspending Z provided on the upper surface of the panel 2, and 16 is a temporary protective floor. A protection wall called "morning light" is provided at least on one end of the protection floor 1, and 24 is a wire for suspending the temporary protection floor 1.
なお、26は地上の道路、27は道路26の中央部に設
けられたT字型橋脚、28は橋脚27の上面に架設され
た道路桁等の構架材で、29は構架材28の上面に施工
する高架道路である。In addition, 26 is a road on the ground, 27 is a T-shaped pier installed in the center of the road 26, 28 is a structural material such as a road girder installed on the top surface of the pier 27, and 29 is a structural material such as a road girder installed on the top surface of the structural material 28. This is an elevated road to be constructed.
上記パネル2は橋脚27のスパンおよび高架道路29の
中の数分の1の面積を有し、長さ30の×中10m程度
の大きさが要求される。このパネル2は1枚のパネルで
構成してもよいが、運搬、保管の関係から、例えば第2
図、第3図に示すように、15脚厚さの合板4の周辺に
L型金具5をボルト・ナット7等で取付け、立上り枠6
を有する長さ3.6m×中1.8mの単位パネル3を複
数枚連設して構成される。そして、上記単位パネル3の
立上り枠6には貫通孔8が設けられている。上記パネル
2は、高架道路29の下方、地上道路26の中央部に設
けられた工事専用帯30で次のようにして組立てられる
。The panel 2 has an area that is a fraction of the span of the pier 27 and the elevated road 29, and is required to have a size of about 30 m in length x 10 m in length. This panel 2 may be composed of one panel, but for transportation and storage reasons, for example, a second
As shown in FIG.
It is composed of a plurality of unit panels 3 having a length of 3.6 m and a medium size of 1.8 m. A through hole 8 is provided in the upright frame 6 of the unit panel 3. The panel 2 is assembled in the construction zone 30 provided below the elevated road 29 and in the center of the surface road 26 in the following manner.
まず、第4図に示すように、上記工事専用帯30上面に
所定長さを有するトラスビーム等からなる複数本の長尺
村10を構架材28と平行に配置する。First, as shown in FIG. 4, a plurality of long beams 10 made of truss beams or the like having a predetermined length are arranged parallel to the structural members 28 on the upper surface of the construction zone 30.
なお、上記長尺材10は構成するパネル2の中が10肌
程度であれば2本で充分である。It should be noted that two long materials 10 are sufficient if the inside of the panel 2 is about 10 pieces.
ついで、長尺村10の上面に、形成されるパネル2の中
とほぼ等しい長さの端大材等からなる榛状体11を適宜
間隔をおいて最尺材10と直交する方向に配する。Next, on the top surface of the long village 10, comb-shaped bodies 11 made of offcuts or the like having approximately the same length as the inside of the panel 2 to be formed are placed at appropriate intervals in a direction perpendicular to the longest timber 10. .
なお、本実施例では単位パネル3を2本の棒状体11で
支持するように、1.8の間隔で配してパネル2の支持
部9を構成する。つづいて、上記支持部9上に、単位パ
ネル3を複数枚敷きつめ、隣接する単位パネル3の立上
り枠6同志を、第5図に示すようなクリップ12あるい
はボルト等にて連結して所定の大きさのパネル2を形成
する。この場合、上記クリップ12は、第6図、第7図
に示すように、その一端を単位パネル3の立上り枠6に
設けた貫通孔8‘こ隊挿してワンタッチで連結できるの
で作業が容易である。ついで、パネル2の上面に、吊下
げ用棒状体13を適宜間隔をおいてパネル2を横断する
ように配し、第8図、第9図に示すように、ボルト・ナ
ット14および座金15等でパネル2と連結する。In this embodiment, the support portion 9 of the panel 2 is configured such that the unit panel 3 is supported by two rod-shaped bodies 11, which are arranged at an interval of 1.8 mm. Next, a plurality of unit panels 3 are laid on the support part 9, and the rising frames 6 of adjacent unit panels 3 are connected to each other with clips 12 or bolts as shown in FIG. Form panel 2. In this case, as shown in FIGS. 6 and 7, the clip 12 can be easily connected by inserting one end into the through hole 8' provided in the upright frame 6 of the unit panel 3 with a single touch. be. Next, hanging rods 13 are arranged on the upper surface of the panel 2 at appropriate intervals so as to cross the panel 2, and as shown in FIGS. 8 and 9, bolts, nuts 14, washers 15, etc. Connect it to panel 2 with .
なお、上記吊下げ用棒状体13が2本のC型材を合わせ
て使用しているのは、ボルト・ナット14の位置を調整
することができ、かつ第4図に示すように、一方のC型
材を他方のC型材より突出させることによって、隣援す
るパネル2との中方向での連結を容易にするためである
。上記吊下げ用棒状体13はその一端をパネル2の一側
端から外方に突出させて配され、該突出した吊下げ用棒
状体13上面には、必要に応じてあさがおと称せられる
防護壁16が設けられる。The reason why the hanging rod-shaped body 13 uses two C-shaped members together is that the position of the bolt/nut 14 can be adjusted, and as shown in FIG. This is to facilitate connection with the adjacent panel 2 in the middle direction by making the shape member protrude more than the other C-shape member. The hanging rod-shaped body 13 is disposed with one end thereof protruding outward from one side end of the panel 2, and a protective wall called a morning sun is provided on the upper surface of the hanging rod-shaped body 13 that protrudes from the one end of the panel 2. 16 are provided.
一方、パネル2の池側端では吊下げ用棒状体13の一方
のC型材が他方のC型材より外方に突出するように配設
される。このことにより隣接するパネル2の吊下げ用棒
状体3のC型材同志をボルト等にて緊結してパネル2を
連結するものである。上記防護壁16は、第10図に示
すように、吊下げ用棒状体13の上面に、ボルト19お
よび座金20を介して上面にパイプ状の突出部18を有
する板状部材17を取付け、該板状部材17の突出部1
8にパイプ柱21を差込み、該パイプ柱21間に合板2
2、金網23あるいはシートを張設して構成される。以
上のように構成され、長尺材10と棒状体11とからな
る支持部9、およびパネル2と吊下げ用棒状体13とか
らなる仮設防護床1は、適宜装置により工事専用帯30
から空中に特上げられ、構架材28の下方に位置せしめ
られる。On the other hand, at the pond side end of the panel 2, one C-shaped member of the hanging rod-shaped member 13 is arranged so as to protrude outward from the other C-shaped member. This allows the C-shaped members of the hanging rods 3 of adjacent panels 2 to be tightly connected together with bolts or the like, thereby connecting the panels 2. As shown in FIG. 10, the protective wall 16 is constructed by attaching a plate-like member 17 having a pipe-shaped protrusion 18 on the upper surface to the upper surface of the hanging rod-like body 13 via a bolt 19 and a washer 20. Projection part 1 of plate member 17
Insert the pipe pillar 21 into the pipe pillar 8, and insert the plywood 2 between the pipe pillars 21.
2. It is constructed by stretching a wire mesh 23 or a sheet. The temporary protective floor 1 constructed as described above, consisting of the support part 9 consisting of the elongated material 10 and the rod-shaped body 11, and the panel 2 and the hanging rod-shaped body 13, is attached to the construction zone 30 by an appropriate device.
It is lifted into the air from above and positioned below the structural member 28.
この場合、特上げ方法としては、リフト、またはクレー
ン、ワイヤ等の巻上げるによる方法等がある。リフトに
よる場合には、リフトの昇降台上に長尺材10を位置さ
せその上面に棒状体11、パネル2、吊下げ用棒状体1
3の順に組む。また、このように大きなパネル2を特上
げるためには数台のりフトを用いて同時に特上げるよう
に運転する必要がある。クレーンによる方法では、長尺
材10にクレーンのワイヤを連結して特上げる。In this case, special lifting methods include a method using a lift, a crane, a wire, etc. In the case of using a lift, the long material 10 is placed on the elevating platform of the lift, and the rod-shaped body 11, the panel 2, and the hanging rod-shaped body 1 are placed on the top surface of the elongated material 10.
Assemble in the order of 3. In addition, in order to raise such a large panel 2, it is necessary to use several lifts and operate them at the same time. In the method using a crane, a crane wire is connected to the long material 10 to raise it.
また、ワイヤ等の巻上げによる方法では、構架材28に
ワイヤの一端を連結し、他端を最尺材1川こ取付けたウ
インチに取付け、ウィンチでワイヤを巻取ることによっ
て全体を特上げる。In addition, in the method of winding up a wire, one end of the wire is connected to the structural member 28, the other end is attached to a winch equipped with one piece of the largest length of wire, and the entire wire is raised by winding the wire with the winch.
上記構架材28の下方位置まで特上げられた支持部9お
よび仮設防護床1は、ワイヤ24またはチェーン等によ
って仮設防護床1の吊下げ用棒状体13を横架材28に
連結したのち、支持部9を地上に降下させる。The support part 9 and the temporary protective floor 1 which have been specially raised to a position below the structural member 28 are connected to the hanging rods 13 of the temporary protective floor 1 to the horizontal member 28 by wires 24 or chains, and then supported. Lower part 9 to the ground.
なお、上記ワイヤ24は、特定箇所のワイヤ24に荷重
が集中するのを防止し、また降雨時の雨水を流出するた
め、仮設防護床1上面に傾斜を与えることができるよう
にワイヤ24の中間部にターンバックル25を設けるこ
とが好ましい。また、上記降雨時の雨水を流出するため
、上記仮設防護床1を構成する単位パネル3の立上り枠
6に適宜水抜孔を設けることが好ましい。上記仮設防護
床1は工事専用帯30で構成されるが、工事専用帯30
は一般に橋脚27を中心として高架道路29の中の約1
/2しかない。The wires 24 are arranged at the middle of the wires 24 so that the upper surface of the temporary protective floor 1 can be sloped in order to prevent the load from concentrating on the wires 24 at specific locations and to drain rainwater during rainfall. It is preferable to provide a turnbuckle 25 in the section. Further, in order to drain out rainwater during the rain, it is preferable to provide appropriate drainage holes in the upright frames 6 of the unit panels 3 constituting the temporary protective floor 1. The above temporary protective floor 1 is composed of a construction-only belt 30;
is generally about 1 part of the elevated road 29 centered on the pier 27.
There are only /2.
このため、工事専用帯30で構成されるパネル2は、必
要とされる中の1/2〜1/3である。そのためこの1
枚のパネル2を引上げたのち、2枚目のパネル2を引上
げ、互いに中方向に蓮設して必要な中の仮設防護床1と
するものである。したがって、あさがお状の防護壁16
は各パネル2に必ずしも必要でなく、端部に位置するパ
ネル2の一側端に設ければよい。また、上記のように中
方向に蓮設された仮設防護床1は、風圧等により蓮設部
が開□しないように各パネル2吊下げ用棒状体13同志
をボルトで連結、あるいはパネル2同志をクリップ12
等にて連結することが好ましい。以上の説明から明らか
なように、本発明によれば地上で構成した仮設防護床を
適宜方法で特上げて吊下げるものであるので、従来のよ
うに足場を組む必要がなく、また、特上げて吊下げるま
でに30分以下の時間でよいので、従釆のように長時間
交通を遮断することなく施工することができる。Therefore, the number of panels 2 made up of the construction-only belt 30 is 1/2 to 1/3 of the required number. Therefore this 1
After pulling up one panel 2, the second panel 2 is pulled up and placed in the middle direction of each other to form the necessary temporary protective floor 1. Therefore, the morning-morning protective wall 16
is not necessarily required for each panel 2, and may be provided at one end of the panel 2 located at the end. In addition, for the temporary protective floor 1 with a lotus installed in the middle direction as described above, each panel 2 suspension rod 13 is connected with bolts, or the panels 2 are connected with each other with bolts so that the lotus installed part does not open due to wind pressure etc. Clip 12
It is preferable to connect by etc. As is clear from the above explanation, according to the present invention, the temporary protective floor constructed on the ground is specially raised and suspended using an appropriate method, so there is no need to construct scaffolding as in the past, and Since it takes less than 30 minutes to hang the structure, construction can be carried out without blocking traffic for a long period of time, unlike in the case of a secondary structure.
また、足場を組むことなく地上の工事専用帯で仮設防護
床を構成できるので、職人達の転落、および資材の落下
等による事故の発生を防止することができる。さらに、
昼間工事専用帯で仮設防護床を構成し、これを特上げて
吊下げるのも比較的短時間でよいので、従来のように夜
間工事を行なうことなく、昼間比較的交通量の少ない時
間を選んで特上げ吊下げることが可能で、このため、従
来のような照明、騒音等による公害の発生を防止するこ
とができ、しかも、夜間に職人達を多人数動員して短時
間で仮設防護床を細立てる必要がないので、職人達を有
効に利用することができる。なお、単位パネルの立上り
枠に適宜水抜孔を設けておくことによって、単位パネル
上に雨水が溜ることがなく、雨が降りやんだ後まで仮設
防護床から下方に水滴が落下するようなトラブルを発生
することがない。本発明の仮設防護床は上方を人間が自
由に歩くことができる充分な強度を有するので、道路桁
の塗装等の足場としても使用できるものである。Furthermore, since a temporary protective floor can be constructed from a construction zone on the ground without the need for scaffolding, it is possible to prevent accidents caused by workers falling or falling materials. moreover,
It takes a relatively short time to construct a temporary protective floor in the area reserved for daytime construction work, and to raise and hang it in a relatively short time, so instead of carrying out nighttime construction work like in the past, we chose a time during the day when there is relatively little traffic. It is possible to suspend the temporary protective floor from a special height, which prevents pollution caused by lighting, noise, etc., which is conventional, and can also be used to construct temporary protective floors in a short time by mobilizing a large number of craftsmen at night. Since there is no need to reduce the number of workers, craftsmen can be used effectively. In addition, by providing appropriate drainage holes in the rising frame of the unit panel, rainwater will not accumulate on the unit panel and will prevent problems such as water droplets falling downward from the temporary protective floor until after the rain has stopped. Never occurs. Since the temporary protective floor of the present invention has sufficient strength to allow people to walk freely above it, it can also be used as a scaffold for painting road girders, etc.
なお、上記実施例では高架道路の場合について説明した
が、これに限定するものでなく、その他橋梁、ビル建築
あるいはそれらの改築にも使用できるものである。In addition, although the above-mentioned embodiment explained the case of an elevated road, it is not limited to this, and can also be used for other bridges, building construction, or renovation thereof.
第1図は本発明にかかる高架道路建設等における仮設防
護床を示す正面図、第2図は第1図における仮設防護床
のパネルを構成する単位パネルを示す斜視図、第3図は
第2図のm−m線拡大断面図、第4図は第1図における
仮設防護床を地上で組立てる状態を示す斜視図、第5図
はクリップを示す斜視図、第6図、第7図は第2図にお
ける単位パネルを第5図のクリップで連結した状態を示
す拡大断面図、第8図、第9図は第4図におけるパネル
と吊下げ用棒状体とを連結した状態を示す拡大断面図で
、第10図は第1図における防護壁の取付け状態を示す
拡大斜視図である。
1・・・・・・仮設防護床、2…・・・パネル、3・…
・・単位パネル、6…・・・立上り枠、8・・・・・・
貫通孔、9…・・・支持部、10・・・・・・長尺材、
11・・・・・・棒状体、12・・・・・・クリップ、
13・・・・・・吊下げ用棒状体、14・・・・・・ボ
ルト・ナット、16・・・・・・防護壁、24…・・・
ワイヤ、26・・・・・・地上の道路、27・・…・橋
脚、28・・・・・・構架材、29・・・・・・高架道
路、30・…・・工事専用帯。
第1図
第2図
第3図
第4図
第5図
第7図
第8図
第9図
第6図
第10図FIG. 1 is a front view showing a temporary protective floor for elevated road construction etc. according to the present invention, FIG. 2 is a perspective view showing a unit panel constituting the panel of the temporary protective floor in FIG. 1, and FIG. Fig. 4 is a perspective view showing how the temporary protective floor in Fig. 1 is assembled on the ground, Fig. 5 is a perspective view showing the clip, Fig. 6 and Fig. 7 are 2 is an enlarged sectional view showing a state in which the unit panels in FIG. 5 are connected with the clips in FIG. 5, and FIGS. 8 and 9 are enlarged sectional views showing a state in which the panel in FIG. FIG. 10 is an enlarged perspective view showing the state in which the protective wall in FIG. 1 is attached. 1...Temporary protective floor, 2...Panel, 3...
...Unit panel, 6...Rising frame, 8...
Through hole, 9... Support part, 10... Long material,
11... Rod-shaped body, 12... Clip,
13... Hanging rod, 14... Bolts and nuts, 16... Protective wall, 24...
Wire, 26... Ground road, 27... Bridge pier, 28... Structural material, 29... Elevated road, 30... Construction zone. Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 7 Figure 8 Figure 9 Figure 6 Figure 10
Claims (1)
行な長尺材と該長尺材上を横断する方向にほぼ一定間隔
をおいて配された棒状体とからなる支持部と、該支持部
上に位置する複数枚の単位パネルを連設して構成したパ
ネルと該パネルを横断するように配されボルト等によつ
てパネルと連結された吊下げ用棒状体とからなる仮設防
護床とを、適宜装置により空中に持ち上げ、道路主桁等
の横架材下方に位置せしめ、横架材と吊下げ用棒状体と
をワイヤ等にて連結したのち、上記支持部を地上に降下
させることを特徴とする高架道路建設等における仮設防
護床の施工法。 2 周辺に立上り枠を有する複数枚の単位パネルを連設
するように位置せしめ隣接する立上り枠同志をクリツプ
その他にて連結してパネルを構成することを特徴とする
特許請求の範囲第1項記載の高架道路建設等における仮
設防護床の施工法。 3 単位パネルの立上り枠の所定位置にクリツプ、ボル
トの一端が挿入可能な貫通孔を設けたことを特徴とする
特許請求の範囲第1項または第2項記載の高架道路建設
等における仮設防護床の施工法。 4 支持部および仮設防護床をリフト等の昇降台上で構
成することを特徴とする特許請求の範囲第1項ないし第
3項のいずれか一つに記載の高架道路建設等における仮
設防護床の施工法。 5 複数枚の仮設防護床を巾方向に連続して吊下げ所定
巾の仮設防護床を得ることを特徴とする特許請求の範囲
第1項ないし第4項のいずれか一つに記載の高架道路建
設等における仮設防護床の施工法。[Scope of Claims] 1. Two or more parallel elongated members having a predetermined length, which are constructed on the ground, and rod-shaped bodies arranged at approximately constant intervals in a direction transverse to the elongated members. a support part consisting of a support part, a panel constructed by connecting a plurality of unit panels located on the support part, and a hanging bar arranged to cross the panel and connected to the panel by bolts or the like. The temporary protective floor consisting of the body and body is lifted into the air using appropriate equipment, positioned below the horizontal members such as road main girders, and the horizontal members and hanging rods are connected with wires, etc., and then the above-mentioned A method of constructing a temporary protective floor for elevated road construction, etc., characterized by lowering the supporting part to the ground. 2. A panel is constructed by configuring a panel by arranging a plurality of unit panels having peripheral rising frames in a row and connecting adjacent rising frames with clips or the like. construction method for temporary protective floors in elevated road construction, etc. 3. A temporary protective floor for elevated road construction, etc. as set forth in claim 1 or 2, characterized in that a through hole into which one end of a clip or bolt can be inserted is provided at a predetermined position in the rising frame of the unit panel. construction method. 4. A temporary protective floor for elevated road construction, etc. according to any one of claims 1 to 3, characterized in that the support part and the temporary protective floor are constructed on a lifting platform such as a lift. Construction method. 5. The elevated road according to any one of claims 1 to 4, characterized in that a plurality of temporary protective floors are suspended in succession in the width direction to obtain a temporary protective floor with a predetermined width. Construction method for temporary protective floors in construction, etc.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7928579A JPS6027322B2 (en) | 1979-06-22 | 1979-06-22 | Construction method for temporary protective floors in elevated road construction, etc. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7928579A JPS6027322B2 (en) | 1979-06-22 | 1979-06-22 | Construction method for temporary protective floors in elevated road construction, etc. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS563705A JPS563705A (en) | 1981-01-16 |
| JPS6027322B2 true JPS6027322B2 (en) | 1985-06-28 |
Family
ID=13685588
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7928579A Expired JPS6027322B2 (en) | 1979-06-22 | 1979-06-22 | Construction method for temporary protective floors in elevated road construction, etc. |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6027322B2 (en) |
-
1979
- 1979-06-22 JP JP7928579A patent/JPS6027322B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS563705A (en) | 1981-01-16 |
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