JPH0131622Y2 - - Google Patents
Info
- Publication number
- JPH0131622Y2 JPH0131622Y2 JP302184U JP302184U JPH0131622Y2 JP H0131622 Y2 JPH0131622 Y2 JP H0131622Y2 JP 302184 U JP302184 U JP 302184U JP 302184 U JP302184 U JP 302184U JP H0131622 Y2 JPH0131622 Y2 JP H0131622Y2
- Authority
- JP
- Japan
- Prior art keywords
- block
- legs
- top surface
- protrusion
- slope
- 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
- 239000000463 material Substances 0.000 description 9
- 230000000630 rising effect Effects 0.000 description 9
- 230000000694 effects Effects 0.000 description 3
- 230000001681 protective effect Effects 0.000 description 3
- 239000004567 concrete Substances 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010168 coupling process Methods 0.000 description 2
- 238000005859 coupling reaction Methods 0.000 description 2
- 239000011210 fiber-reinforced concrete Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 239000011513 prestressed concrete Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【考案の詳細な説明】
本考案は、施工性及び強度性が勝れた法面保護
枠に関する。[Detailed Description of the Invention] The present invention relates to a slope protection frame with excellent workability and strength.
従来より、法面保護枠は種々のものが存在して
おり、強度的に勝れたものは、一般に重量物とな
つて施工が面倒で、施工性が劣るし、その反面、
良好なる施工性を追求したものは、簡単な構成で
あるが、強度性に弱くなる欠点があつた。 Traditionally, there have been various types of slope protection frames, and those that are superior in strength are generally heavy and cumbersome to install, and have poor workability.
Those that pursue good workability have a simple structure, but have the drawback of being weak in strength.
そこで考案者は、前記欠点わ解消すべく鋭意、
研究を重ねた結果、本考案を、略直角に広がる両
脚部の隅角部に頂面を形成し、該頂面の略中央に
突部を設け、且つ前記両脚部の下端に前記頂面及
び突部の約1/2箇所に係止する係止部を形成した
法枠ブロツクを、法面上に横方向に多数併設し、
この段の上段に前記同法枠ブロツクの両脚部の下
端の係止部を下段に敷設した法枠ブロツクの頂面
及び突部の約1/2箇所に係止し、これらを順次繰
り返して敷設し、前記両脚部の隅角箇所と両脚部
の下端箇所とを結速線にて結速したことにより、
施工性及び強度性が勝れ前記の欠点等を解決し、
その目的を達成したものである。 Therefore, the inventor worked hard to eliminate the above-mentioned drawbacks.
As a result of repeated research, the present invention was developed by forming a top surface at the corner portions of both legs extending at a substantially right angle, providing a protrusion approximately in the center of the top surface, and forming the top surface and the top surface at the lower ends of both legs. A large number of slope blocks with locking parts that lock at about 1/2 of the protrusions are installed horizontally on the slope.
At the upper stage of this stage, the locking parts at the lower ends of both legs of the same legal frame block are secured to about 1/2 of the top surface and protrusion of the lower stage of the legal frame block, and these steps are repeated in order to lay the blocks. However, by connecting the corner portions of both legs and the lower end portions of both legs with a connecting line,
It has superior workability and strength, and solves the above-mentioned drawbacks.
That purpose has been achieved.
以下、図面の実施例に基づき本考案を説明す
る。 Hereinafter, the present invention will be explained based on the embodiments shown in the drawings.
第1図乃至第6図が本考案の実施例を示すもの
であり、Aは法枠ブロツクであつて、平面的にみ
て略直角に広がる両脚部1,1がL字形に一体形
成され、該両脚部1,1の隅角部に略平行な頂面
2が形成され、該頂面2の略中央に半円状(図面
参照)又は角形状等の突部3が突出形成されてい
る。 1 to 6 show an embodiment of the present invention, and A is a legal frame block, in which both leg portions 1, 1, which extend at approximately right angles when viewed from above, are integrally formed in an L-shape. A top surface 2 is formed substantially parallel to the corner portions of both legs 1, 1, and a protrusion 3, such as a semicircular (see drawing) or square shape, is formed protruding from approximately the center of the top surface 2.
前記両脚部1,1の下端(先端)に前記頂面2
及び突部3の約1/2箇所に係止する係止部4,4
が形成されている。実施例での該係止部は4は、
前記脚部1の下端(先端)が平面的にみて略直角
のV形になるような傾斜面4a,4aとこの略中
央位置の弧状等の凹状面4bとから形成されてい
る。 The top surface 2 is attached to the lower end (tip) of both the legs 1, 1.
and locking parts 4, 4 that lock at about 1/2 of the protrusion 3.
is formed. The locking portion 4 in the embodiment is
The lower ends (tips) of the leg portions 1 are formed of inclined surfaces 4a, 4a that are substantially right-angled V-shaped when viewed in plan, and a concave surface 4b, such as an arc, located approximately in the center of the inclined surfaces 4a, 4a.
これによつて、凹状面4bは下段の法枠ブロツ
クAの突部3の約1/2箇所に係止し、その傾斜面
4a,4aの一方が下段の法枠ブロツクAの頂面
2の半分位置に載置され、且つ他方が隣接の法枠
ブロツクAの脚部1の端の傾斜面4aに当接す
る。 As a result, the concave surface 4b is engaged with approximately 1/2 of the protrusion 3 of the lower legal frame block A, and one of the inclined surfaces 4a, 4a is attached to the top surface 2 of the lower legal frame block A. It is placed in the half position, and the other side abuts the inclined surface 4a at the end of the leg 1 of the adjacent legal frame block A.
一般に法面保護枠等は、鉄筋コンクリート又は
プレストレスコンクリート等で成形されており、
この法枠ブロツクAはこれらにて成形することも
あるが、軽量で強固な繊維強化コンクリート等の
特殊コンクリートにて成形することが好ましい。 Generally, slope protection frames etc. are made of reinforced concrete or prestressed concrete.
Although the frame block A may be formed using these materials, it is preferably formed from lightweight and strong special concrete such as fiber-reinforced concrete.
又、前記法枠ブロツクAの両脚部1,1の断面
は逆T字形をなし、底部1aとこの中間からの立
上り部1bとから形成されている。又、前記法枠
ブロツクAの両脚部1,1の先端寄り箇所の立上
り部1bに貫孔5,5が穿設され、且つ両脚部
1,1の隅角部寄り箇所の立上り部1bにも貫孔
6,6が穿設されている。 Further, the cross section of both leg portions 1, 1 of the above-mentioned legal frame block A is in the shape of an inverted T, and is formed from a bottom portion 1a and a rising portion 1b from the middle thereof. Further, through holes 5, 5 are bored in the rising portions 1b of the leg portions 1, 1 of the leg portions 1, 1 of the above-mentioned legal frame block A, and also in the rising portions 1b of the leg portions 1, 1 of the corner portions of the leg portions 1, 1. Through holes 6, 6 are bored.
Bは端材ブロツクで、端部に設けるもので、第
9図に示すように棒状をなし、両端には前記法枠
ブロツクAの係止部4と同一形状の係止部7,7
が設けられている。該係止部7も傾斜面7a,7
aとこの略中央位置の凹状面7bとから形成され
ている。又、その端材ブロツクBの断面は前記法
枠ブロツクAと同一な逆T字形をなし、この端材
ブロツクBの長手方向の両端寄りの立上り部には
貫孔8,8が穿設されている。 Reference numeral B denotes a scrap block, which is provided at the end and is rod-shaped as shown in FIG.
is provided. The locking portion 7 also has inclined surfaces 7a, 7.
a and a concave surface 7b located approximately in the center thereof. In addition, the cross section of the scrap block B has the same inverted T-shape as the above-mentioned legal frame block A, and through holes 8, 8 are bored in the rising portions of the scrap block B near both ends in the longitudinal direction. There is.
C1は下部辺材ブロツクで、第1図に示すよう
に棒状をなし、その中央位置の上側に突部9が設
けられている。C2は下部端辺材ブロツクで、第
1図に示すように棒状をなし、その端部上側に突
部10が設けられている。その下部辺材ブロツク
C1及び下部端辺材ブロツクC2各々の断面は底部
の端より立上り部が形成されて断面L字形をな
し、その下部辺材ブロツクC1の突部9の両側位
置の立上り部に両貫孔が穿設され、下部端辺材ブ
ロツクC2の突部10の寄りの立上り部にも貫孔
が穿設されている。 C1 is a lower sapwood block, which is rod-shaped as shown in FIG. 1, and has a protrusion 9 above its central position. C2 is a lower end sap block, which is rod-shaped as shown in FIG. 1, and has a protrusion 10 on the upper end thereof. Its lower sapwood block
The cross section of each of C 1 and lower sapwood block C 2 has an L-shaped cross section with rising parts formed from the bottom end, and the rising parts on both sides of the protrusion 9 of lower sapwood block C 1 have piercings on both sides. A hole is drilled therein, and a through hole is also drilled in the rising portion of the lower end sap block C2 near the protrusion 10.
Dは上部兼横辺材ブロツクで、上辺及び側部に
設けるもので、第10図に示すように棒状をな
し、両端には前記法枠ブロツクAの頂面2及び突
部3の約1/2箇所に係止したり(第7図参照)或
いは法枠ブロツクAの脚部1先端又は端材ブロツ
クBの端に適宜当接する係止部11,11が形成
されている。該係合部11は辺材ブロツクCの長
手方向に直交する直交面11aとこの面に直交す
る平行面11bが形成され、さらにこの両面の略
中央位置に凹状面11cが形成されている。又、
その上部兼横辺材ブロツクDの断面も底部の端よ
り立上り部が形成されて断面L字形をなし、この
上部兼横辺材ブロツクDの長手方向の両端寄りの
立上り部にも貫孔12,12が穿設されている。 Reference numeral D designates upper and horizontal sap material blocks, which are provided on the upper and side parts, and are rod-shaped as shown in FIG. Locking portions 11, 11 are formed that lock at two locations (see FIG. 7) or abut on the tip of the leg portion 1 of the legal frame block A or the end of the scrap block B as appropriate. The engaging portion 11 has a perpendicular surface 11a perpendicular to the longitudinal direction of the sapwood block C, a parallel surface 11b perpendicular to this surface, and a concave surface 11c formed approximately at the center of both surfaces. or,
The cross section of the upper and horizontal sap block D also has an L-shaped cross section with a rising part formed from the bottom end, and the rising parts near both ends of the upper and horizontal sap block D in the longitudinal direction also have through holes 12, 12 are drilled.
まず、法面aには、地表面に平行に下部辺材ブ
ロツクC1,C1,……が直列に敷設され、そして
この法面aの上側(上段)に法枠ブロツクAが載
置され、このとき、杭13が両脚部1,1の人隅
箇所に打設されて、法枠ブロツクAがずり落ちる
のが防止され、且つその両脚部1,1の下端の係
止部4,4の凹状面4b,4bが前記下部辺材ブ
ロツクC1,C1の突部9に係止される。そして、
前記法枠ブロツクAの横に同法枠ブロツクAの高
さ位置が同一となり、且つ対向する脚部1,1端
の横の傾斜面4a,4aが当接されて併設され、
且つその両脚部1,1の下端の係止部4,4の凹
状面4b,4bが前記下部辺材ブロツクC1,C1
の突部9に係止されて、その箇所の両貫孔と貫孔
5,5とにワイヤ等の紐状の結速線14が挿通さ
れて緊張されつつ結速される。これらが順次繰り
返されて同一段の法枠ブロツクAが横方向に多数
敷設される。そして、この段の上段に前記同法枠
ブロツクAの両脚部1,1の下端の係止部4,4
が下段に敷設した法枠ブロツクA,Aの頂面2,
2及び突部3,3の約1/2箇所に係止される。 First, on a slope a, lower sapwood blocks C 1 , C 1 , ... are laid in series parallel to the ground surface, and then a slope frame block A is placed on the upper side (upper stage) of this slope a. At this time, the stakes 13 are driven at the corners of both legs 1, 1 to prevent the legal frame block A from slipping down, and to prevent the locking parts 4, 4 at the lower ends of both legs 1, 1 from falling. The concave surfaces 4b, 4b are engaged with the protrusions 9 of the lower sapwood blocks C1 , C1 . and,
The height position of the legal frame block A is the same next to the legal frame block A, and the horizontal inclined surfaces 4a, 4a of the opposing legs 1, 1 end are in contact with each other,
Moreover, the concave surfaces 4b, 4b of the locking parts 4, 4 at the lower ends of the leg parts 1, 1 are connected to the lower sapwood blocks C1 , C1.
A string-shaped speed-linking line 14 such as a wire is inserted through both the through-holes at that location and the through-holes 5, 5, and the speed-linking line 14 is connected under tension. These steps are repeated one after another, and a large number of the same row of legal frame blocks A are laid in the horizontal direction. At the upper stage of this stage, there are locking parts 4, 4 at the lower ends of both leg parts 1, 1 of the same legal frame block A.
The top surface 2 of the legal frame block A, which was laid on the lower stage,
2 and the protrusions 3, 3 are locked at approximately 1/2 of the locations.
即ち、との脚部1の下端の係止部4の凹状面4
bが下段の法枠ブロツクAの突部3の約1/2箇所
に係止され、且つ下側の傾斜面4aが下段に敷設
した法枠ブロツクAの頂面2の約1/2箇所に載置
される。そして、この段の横に同法枠ブロツクA
の高さ位置が同一となり、且つ対向する脚部1,
1端の横の傾斜面4a,4aが当接されつつ下段
の法枠ブロツクA,Aの頂面2,2の突部3,3
の約1/2箇所に係止される。そして、下段の法枠
ブロツクAの貫孔6,6と上段の両法枠ブロツク
A,Aの対向する脚部1,1の貫孔5,5とに結
速線14が挿通されて緊張されつつ結速される
(第3図参照)。これらを順次繰り返して敷設さ
れ、最上段には、第1図に示すように上部兼横辺
材ブロツクD,D,……が設設けられて、法枠ブ
ロツクAの貫孔6,6と最上辺の辺材ブロツク
C,Cの貫孔12,12とに結速線14が挿通さ
れて緊張されつつ結速される(第7図参照)し、
左右側の上側付近には、第1図に示すように端材
ブロツクBが敷設されてその箇所での法枠ブロツ
クAの貫孔6,6と上段の法枠ブロツクAの貫孔
5と端材ブロツクBの貫孔8とに結速線14が挿
通されて緊張されつつ結速され(第3図参照)、
さらに保護枠の横に上部兼横辺材ブロツクD,
D,……が敷設され、この上部兼横辺材ブロツク
Dの端箇所は杭13を打設しつつ結速線14にて
緊張されつつ結速され(第1図、第8図参照)、
又、保護枠の下側端には下部端辺材ブロツクC2
の端と上部兼横辺材ブロツクDの端と法枠ブロツ
クAの脚部1の端とが結速線14にて緊張されつ
つ結速され(第1図参照)、このようにして法面
保護枠が施工される。 That is, the concave surface 4 of the locking part 4 at the lower end of the leg 1 with
b is secured to approximately 1/2 of the protrusion 3 of the lower legal frame block A, and the lower slope 4a is secured to approximately 1/2 of the top surface 2 of the lower legal frame block A. It will be placed. Next to this step is the law frame block A.
The height positions of the legs 1 are the same and are opposite to each other.
The protrusions 3, 3 on the top surfaces 2, 2 of the lower legal frame blocks A, A are brought into contact with the horizontal inclined surfaces 4a, 4a at one end.
It is locked at about 1/2 of the point. Then, the connecting wire 14 is inserted into the through holes 6, 6 of the lower legal frame block A and the through holes 5, 5 of the opposing legs 1, 1 of the upper legal frame blocks A, A, and is tensioned. (See Figure 3). These are repeated and laid in sequence, and at the top, as shown in Figure 1, upper and horizontal sapling blocks D, D,... The connecting wire 14 is inserted through the through-holes 12, 12 of the upper sapwood blocks C, C, and is connected under tension (see Fig. 7).
Near the upper side of the left and right sides, as shown in Fig. 1, scrap material blocks B are laid, and the through holes 6, 6 of the slope block A at that point, the through holes 5 of the upper slope block A, and the ends are laid. The speed-coupling wire 14 is inserted through the through-hole 8 of the material block B, and the speed-coupling wire 14 is tightened while being tensioned (see Fig. 3).
Furthermore, next to the protective frame is the upper and horizontal sapwood block D,
D, .
In addition, a lower edge sap block C 2 is attached to the lower edge of the protective frame.
The end of the upper and horizontal sap material block D and the end of the leg 1 of the slope block A are tensioned and connected by the connection line 14 (see Fig. 1), and in this way, the slope A protective frame will be constructed.
このように施工した法面保護枠の法枠ブロツク
A,A,……内には割栗石を充填したり、この内
部の法面aに適宜な植物を植設することもでき
る。 It is also possible to fill the slope blocks A, A, . . . of the slope protection frame constructed in this way with cracked stones, or to plant appropriate plants on the slope a inside these frames.
次に作用効果について説明する。 Next, the effects will be explained.
本考案においては、略直角に広がる両脚部1,
1の隅角部に頂面2を形成し、該頂面2の略中央
に突部3を設け、且つ前記両脚部1,1の下端に
前記頂面2及び突部3の約1/2箇所に係止する係
止部4,4を形成した法枠ブロツクAを、法面a
上に横方向に多数併設し、この段の段に前記同法
枠ブロツクAの両脚部1,1の下端の係止部4,
4を下段に敷設した法枠ブロツクAの頂面2及び
突部3の約1/2箇所に係止し、これらを順次繰り
返して敷設し、前記両脚部1,1の隅角箇所と両
脚部1,1の下端箇所とを結速線14にて結速し
たことにより、施工性及び強度性の双方共に勝れ
た作用効果がある。 In the present invention, both legs 1 extending at a substantially right angle,
A top surface 2 is formed at a corner of the top surface 2, a protrusion 3 is provided approximately at the center of the top surface 2, and approximately 1/2 of the top surface 2 and the protrusion 3 are provided at the lower ends of both legs 1, 1. The slope block A, which has the locking parts 4, 4 that lock in place, is placed on the slope a.
A large number of locking portions 4 at the lower ends of both leg portions 1, 1 of the same legal frame block A are provided in this step.
4 to the top surface 2 and about 1/2 of the protrusion 3 of the lower deck A, and repeat these steps one after another until the corners of both legs 1, 1 and both legs are secured. By connecting the lower end portions of 1 and 1 with the connecting line 14, there is an effect that both workability and strength are excellent.
該作用効果を詳述すると、その敷設施工は順次
併設したり、係合部4と頂面2及び突部3の約1/
2箇所に係合しつつこれらの箇所を結速線14で
結速することのみであり、極めて簡単な施工であ
るし、法枠ブロツクA自体は単にL形をなした比
較的軽いブロツクであり、運搬及び持ち運び等の
取り扱いが良好で極めて施工性に勝れた法面保護
枠を提供できる。特に、法枠ブロツクAを順次敷
設することで、谷積み状や直積み状等となり、そ
のL形に剛接合された法枠ブロツクAの両脚部
1,1の力が下段の法枠ブロツクAの頂面2で支
持され、且つこの箇所を結速したことで一体化
し、全体として連鎖状となつたトラス構造とな
り、強固なる構成にできると共に応力分布も均等
となるし、その連結箇所は屈曲可能のためよく法
面aに馴染み、ずり落ちにくく安定した敷設がで
きる。 To explain the operation and effect in detail, the laying construction can be carried out sequentially, or about 1/1/2 of the engaging part 4, top surface 2, and protrusion 3.
The construction is extremely simple, as it only involves engaging two points and connecting these points with the connecting line 14, and the legal frame block A itself is a relatively light block that is simply L-shaped. , it is possible to provide a slope protection frame that is easy to handle such as transportation and carrying, and has excellent workability. In particular, by laying the legal frame blocks A one after another, the structure becomes a trough stacked shape or a straight stacked shape, and the force of both legs 1, 1 of the legal frame block A rigidly connected to the L shape is applied to the lower legal frame block A. The structure is supported by the top surface 2 of the structure, and by connecting this point, the structure is integrated into a chain-like truss structure, which is strong and has an even stress distribution. Because of this, it adapts well to the slope surface A, making it difficult to slip down and allowing for stable installation.
なお、その法枠ブロツクA端材ブロツクB下部
辺材ブロツクC1下部端辺材ブロツクC2及び上部
兼横辺材ブロツクD等を繊維強化コンクリート等
の特殊コンクリート製とし、断面逆T字形等とす
れば、一層軽量化ができ、施工性も倍加するとと
もに、強度性も増加するし、耐蝕性も良好となる
等の効果が発揮しうる。 In addition, the slope block A, end material block B, lower sap material block C, lower end sap material block C, 2 , upper and horizontal sap material block D, etc. are made of special concrete such as fiber-reinforced concrete, and have an inverted T-shaped cross section. If this is done, the weight can be further reduced, workability is doubled, strength is increased, and corrosion resistance is improved, among other effects.
図面は本考案の一実施例を示すものであつて、
第1図は本考案の敷設正面図、第2図は第1図
−矢視拡大断面図、第3図は本考案の要部斜視
図、第4図は法枠ブロツクの斜視図、第5図は法
枠ブロツクの平面図、第6図は法枠ブロツクの頂
面箇所の斜視図、第7図は法面保護枠の最上段箇
所の要部斜視図、第8図は法面保護枠の上部隅角
箇所の要部斜視図、第9図は端材ブロツクの斜視
図、第10図は上部兼横辺材ブロツクの斜視図で
ある。
A……法枠ブロツク、1……脚部、2……頂
面、3……突部、4……係止部、14……結速
線、a……法面。
The drawings show one embodiment of the present invention,
Fig. 1 is a front view of the installation of the present invention, Fig. 2 is an enlarged sectional view taken from Fig. 1 in the direction of the arrows, Fig. 3 is a perspective view of the main parts of the invention, Fig. 4 is a perspective view of the legal frame block, and Fig. 5 is a perspective view of the main part of the invention. The figure is a plan view of the slope protection frame, Figure 6 is a perspective view of the top of the slope protection frame, Figure 7 is a perspective view of the main part of the topmost part of the slope protection frame, and Figure 8 is the slope protection frame. FIG. 9 is a perspective view of the offcut block, and FIG. 10 is a perspective view of the upper and side sap block. A... Slope block, 1... Leg, 2... Top surface, 3... Protrusion, 4... Locking part, 14... Connection line, a... Slope surface.
Claims (1)
し、該頂面の略中央に突部を設け、且つ前記両脚
部の下端に前記頂面及び突部の約1/2簡所に係止
する係止部を形成した法枠ブロツクを、法面上に
横方向に多数併設し、この段の上段に前記同法枠
ブロツクの両脚部の下端の係止部を下段に敷設し
た法枠ブロツクの頂面及び突部の約1/2箇所に係
止し、これらを順次繰り返して敷設し、前記両脚
部の隅角箇所と両脚部の下端箇所とを結速線にて
結速したことを特徴とした法面保護枠。 A top surface is formed at the corner portions of both legs extending at a substantially right angle, a protrusion is provided approximately in the center of the top surface, and a protrusion is provided at the lower end of both legs at a location approximately 1/2 between the top surface and the protrusion. A method in which a large number of legal frame blocks each having a locking part for locking are laid side by side on a slope in the horizontal direction, and the locking parts at the lower ends of both legs of the same legal frame blocks are placed in the lower row at the top of this stage. It was secured to about 1/2 of the top surface and protrusion of the frame block, and these were laid repeatedly in sequence, and the corner points of both legs and the lower ends of both legs were connected with a connection line. A slope protection frame characterized by:
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP302184U JPS60115945U (en) | 1984-01-14 | 1984-01-14 | slope protection frame |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP302184U JPS60115945U (en) | 1984-01-14 | 1984-01-14 | slope protection frame |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60115945U JPS60115945U (en) | 1985-08-06 |
JPH0131622Y2 true JPH0131622Y2 (en) | 1989-09-28 |
Family
ID=30477245
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP302184U Granted JPS60115945U (en) | 1984-01-14 | 1984-01-14 | slope protection frame |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS60115945U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2019138085A (en) * | 2018-02-13 | 2019-08-22 | 清水建設株式会社 | Compartment structure and construction method of the same |
-
1984
- 1984-01-14 JP JP302184U patent/JPS60115945U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS60115945U (en) | 1985-08-06 |
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