JPS58528A - Skeleton bar member of constructing concrete frame structure for slope protection work - Google Patents
Skeleton bar member of constructing concrete frame structure for slope protection workInfo
- Publication number
- JPS58528A JPS58528A JP9688581A JP9688581A JPS58528A JP S58528 A JPS58528 A JP S58528A JP 9688581 A JP9688581 A JP 9688581A JP 9688581 A JP9688581 A JP 9688581A JP S58528 A JPS58528 A JP S58528A
- Authority
- JP
- Japan
- Prior art keywords
- wire
- members
- continuous
- frame
- bent
- 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.)
- Pending
Links
- 239000002184 metal Substances 0.000 claims abstract description 8
- 210000002027 skeletal muscle Anatomy 0.000 claims description 16
- 238000005452 bending Methods 0.000 claims description 11
- 238000010276 construction Methods 0.000 claims description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 125000006850 spacer group Chemical group 0.000 abstract description 2
- 239000011083 cement mortar Substances 0.000 abstract 1
- 239000000463 material Substances 0.000 description 12
- 230000002787 reinforcement Effects 0.000 description 5
- 230000001154 acute effect Effects 0.000 description 4
- 210000000988 bone and bone Anatomy 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 241001077957 Spilanthes urens Species 0.000 description 1
- 241001233037 catfish Species 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 230000003387 muscular Effects 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は法面保謙工等シーおけ番格子状等コンクリート
枠構造体施工用骨格筋部材区二関するものである。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a skeletal muscle member for constructing concrete frame structures such as concrete frame structures such as sea lattice structures such as slope protection works.
法Ii1#1lII工事、急傾斜地対策工事など覆;よ
って。Law Ii1#1lII construction, steep slope countermeasure construction, etc. are overturned; therefore.
亀山の崩落を功止し、緑化を計ゐためt−格子状ツシク
ツート枠構造体を影成す番場舎には仮枠を組み鉄筋用棒
材を並ベフープにより締付は固定し。In order to prevent the Kameyama from collapsing and to promote greening, a temporary frame was built in the banba building that shaded the T-lattice frame structure, and reinforcing bars were tightened and fixed using parallel behoops.
フyクヲー)を打設す番か、まkは線材製螺旋状体を筋
部材としてコyり・リー謝を打設す番か、あ番いは横長
の絡子吠網材會両側C−並行直立させ。It is the turn to cast the screws, or it is the turn to cast the coils using the wire helical members as reinforcement members. - Parallel upright.
線材製井*a持部材な介し両側の格子状網材を固定して
枠部各辺を組立て筋部材としモルタルを吹付けるかなど
の工法がある。これら従来工法L−おける仮枠配筋工法
は不拘−な傾斜地C−おけ番作歳が容易でなく、プy9
5−)打設前の仮枠設立。Wire rod manufacturing *a There are construction methods such as fixing the lattice mesh material on both sides without holding members and assembling each side of the frame as reinforcement members and spraying mortar. These conventional construction methods (L) and temporary frame reinforcement construction methods are not easy to construct on slopes (C), and
5-) Establishment of temporary frame before pouring.
プンクヲート打設後の仮枠撤去作誰を要する等して作業
能率が剪り、締材馬螺旋吠体をam材とする場合−二は
強度上不十分であり、横長格子状綱材と線材製井彫部材
を組立て筋部材とした機会には横長格子状網材を余り長
(し得ずまた彎1状とすることは困難であり、しかも組
立て作業こ手間取るなどの難点があった。The work efficiency is reduced due to the need for someone to remove the temporary frame after pouring the puncumber, and when using AM material for the tightening material, the strength is insufficient, and horizontally long lattice ropes and wire rods are used. When using well-carved parts to assemble reinforcement members, there were drawbacks such as the oblong lattice netting being too long, and it being difficult to make it into a curved shape, and moreover, the assembly work was time-consuming.
本発明は筋部材として十分な強度を有するとと−ε;組
付は容NIct、て作業能率を格段と向上せしめること
ができる骨格筋部材を提供するものであって、jI続す
る金属線材を端面視三内状または台形状1;順次折曲し
て前後方向連続体を成形し、この前後方向連続体の三角
状または台形状の底辺相当部の両端頂角部を連ねて間隔
保持部材を固定し各底辺相当部間隔を側i視略同−ビツ
デ状とした線材折曲連続部材v*威し、′底辺tiim
s側を直立状とした左右対称一対の前記線材折曲連続部
材のそれぞれの頂点相当部を互い番;噛合い状としかつ
各頂点相当部を連結部材Cより連ね為とと%c一対応す
る前記間隔保持部材間1;幅固定部材を掛渡し形成して
なることを特徴とする法iii保護工等Wおけるコンク
リート枠構造体施工用骨格筋部材である。The present invention provides a skeletal muscle member that has sufficient strength as a muscle member, and can be assembled and assembled to greatly improve work efficiency. Triangular or trapezoidal shape in end view 1: Form a longitudinal continuous body by sequentially bending, and connect the apex corners at both ends of the triangular or trapezoidal base portion of this longitudinal continuous body to form a spacing member. A fixed wire bending continuous member v * with the intervals corresponding to the respective bases being approximately the same as viewed from side i, 'base tiim
The apex portions of the pair of bilaterally symmetric wire bent continuous members with the s side upright are arranged in an interlocking shape, and the apex portions are connected from the connecting member C so as to correspond to %c. This is a skeletal muscle member for constructing a concrete frame structure in law iii protection works, etc., characterized in that it is formed by spanning the width fixing member between the spacing members.
本発明骨格筋部材の実施例を図IiC二ついて説明する
。@1図6二一部斜m図で示す骨格lis材ムは左右対
称一対の繍材折曲連總部材−,lBmを繊付けてなり、
線材折曲連続部材亀は連続する金属線材1を端函視三角
状6二順次折曲した前後方向連続体2を主要部とする。An embodiment of the skeletal muscle member of the present invention will be described with reference to two Figures IiC. @1 The skeleton lis material shown in the partially oblique view of Fig. 6 is made up of a pair of left-right symmetrical folded embroidery members -, lBm.
The main part of the continuous wire bending member is a longitudinal continuous body 2 obtained by bending a continuous metal wire 1 two times in a triangular shape 6 when viewed from the end box.
前記前後方向連続体2は金属線材1の一端s3より所要
距離部分を鋭角状に折曲し頂角部41としたのち直進さ
せ、この直進部分を所定長とした底辺Ii1当部5.と
し1、次いで一端3側6;鋭角状に折曲し頂角部6.と
したのち所定長直進させて一辺11としたのち、また鋭
角状(;一端3方向直;折曲して頂点相当部8.とし所
定長直進させて他辺9、としたのち再び鋭角状C:折曲
し、かつ前記頂角s41の後方に離隔して頂角部6とし
、1らに前記底辺相当部51:並行状纏;厘進させて底
辺相当部zmとし、前記頂角部61の後方に離隔して頂
角部もとし1次いで前記−辺711;並行状に直進Sせ
て一辺7.としたのち前記頂点部畠、の後方C;頂点部
s■を形成し、1記他辺1116二並行状6;他辺91
を形成し、次いで頂角部6の後方一二頂角114mを形
成するよう順次一本の金属線材1を端面側から視て愉も
三角状を呈するよう折曲形成しである。この場合、折曲
状態は僅か丸味を有せしめである。The longitudinal continuous body 2 is bent at a required distance from one end s3 of the metal wire 1 into an acute angle shape to form an apex portion 41, and then moved straight, and this straight portion is made into a predetermined length to form a base Ii1 contact portion 5. 1, then one end 3 side 6; bent into an acute angle and apex part 6. Then, after moving straight for a predetermined length to make one side 11, it is again shaped like an acute angle (; one end is straight in 3 directions; it is bent to form a portion corresponding to the apex 8), and the other side is made to be 9 after moving straight for a predetermined length, and then it is again shaped like an acute angle (C). : Bend and separate to the rear of the apex angle s41 to form the apex part 6; The apex part 1 is separated from the rear of the apex part 1, and then the - side 711; Other side 1116 biparallel 6; other side 91
, and then one metal wire 1 is sequentially bent to form a rear 12-vertex angle 114m of the apex portion 6 so as to have a triangular shape when viewed from the end face side. In this case, the bent state is slightly rounded.
次i二、前記前後方向遍統体2の三角状の底辺相ma1
1..%v@それぞれ両端の頂角部−%s 4;”・。Next i2, the triangular base phase ma1 of the front-back direction parallel body 2
1. .. %v@Vertex portions at both ends -%s 4;”・.
頂角、−6□、@「・・を連ねるよう頂角−4** 4
r・・の内側およ1.び頂角部龜、・虐・・・の内11
1に金属棒材製閤隔持部材為とをrs*シ側面側即ち、
矢印璽方向から視−C並行する各底辺権111I&、s
寓、In−の間隔を略同−ビツfP状とした線材折−遍
続部材1.としてあ養。Vertical angle, -6□, @ " Vertical angle -4** 4
Inside of r... and 1. 11 of the following:
1. Attach the spacing member made of metal bar material to the rs*shi side side, that is,
Viewed from the direction of the arrow mark -C Each parallel bottom right 111I&,s
1. Wire folding-distribution member with the interval of In- being approximately the same as fP. Asayo.
前記線材折曲連続部材1μ線材折一連続部材1゜と同一
構造である。。骨格**材ムは前配線材折一連続部材島
、1□を次のように組付は形威しである。It has the same structure as the 1μ wire folded continuous member 1° described above. . The frame ** material is a continuous member island with the front wiring material folded, and 1 □ is assembled as follows.
即ち、線材折曲連続部材−1島のそれぞれ底辺楕当部り
、 Sr・・側を直立状とし、かつ左右対称一対とする
とと%にそれぞれの頂点l1vA部亀、8厘・・・を互
いi:噛合い状として内方に位置させ、対内する頂点相
当部&−11−&% 8r・・の内側感二棒材またはワ
イヤー等の連結部材■を挿通し、$6r−線材折曲連続
部材−s ”lの下側に位置する間隔保持部材10*、
10am第7図−一示す横固定部材Uの両端引掛嵌着
部1h、IX瞳−し込み、同様(;シて上側C二位置す
る間隔保持部材為、腺−別の幅固定部材臣の両端引掛嵌
着sth%じ欧−し込み線材折曲連続部材l
−島の闘m保持部材鵠、為と線
材折曲連続部材−の一ゝ
を掛渡し固定して組付は状態を確保しである。That is, if the bottom elliptical abutment part and Sr... side of each island of the wire bent continuous member-1 are made upright, and the pair is left and right symmetrical, then the respective apexes l1vA part tome, 8t... are aligned with each other. i: Insert the connecting member ■ such as a rod or wire into the inner side of the vertex equivalent part &-11-&% 8r, which is positioned inward as an interlocking shape, and continuously bend the wire at $6r. a spacing member 10* located below the member-s”l;
10am Fig. 7 - Both ends of the horizontal fixing member U shown, hook fitting part 1h; Hook-fitting sth% - continuous wire bending member l
The assembly is done by securing the holding member of the island, the part, and the continuous wire bending member.
ら、第1図(;示すようC二法画保護工事等における傾
斜mmtmクニコ9−)枠構造体0vt形成する場合、
R枠11g1t、 ”Is am、 tk*横枠部−a
”l+i ’に64I;相当する部位C:骨骨格筋部
材上設定して一連の粋筋構造体りを形成する。In the case of forming the frame structure 0vt in Figure 1 (as shown in C2 legal painting protection work etc.)
R frame 11g1t, “Is am, tk*Horizontal frame part-a
64I to "l+i'; Corresponding part C: Set on bone skeletal muscle member to form a series of muscular structures.
この場合、骨格sis材ムは線材折曲連続部材111I
8と連結部材Uと暢固定部材捻からなるので一長尺の繍
材折―遍纏部材−を現場cI1人し、1!*鋒41C;
対応する長s1:多数切断し、これbtl−線材折曲連
続部材III、、 B、とし左右対称一対としたのち連
結゛棒nをそれぞれの頂点相m5sl、 &、 8m・
・・関区;挿通するとともに@固定部材u、12・・・
を間隔保持部材10*、 1(k間ζ:掛渡す、このよ
う6二して縦枠部屯。In this case, the skeleton SIS material is the wire bent continuous member 111I.
8, a connecting member U, and a screw fixing member, so one person at the site folded the embroidery material into a long length, and 1! *Feng 41C;
Corresponding length s1: A large number of pieces are cut, and this btl-wire bent continuous member III,, B is made into a left-right symmetrical pair, and the connecting rod n is connected to each vertex phase m5sl, &, 8m.
...Seki Ward: Insert and @fixing member u, 12...
The spacing member 10*, 1 (between k and ζ) is spanned, like this 6 and the vertical frame part.
d、、 (lζd−二骨格IIIiwA材ムを単一、ま
たは複数連結して設定し1次いで横枠部Jw−・嘗、・
1.@4L−お4t 412 枠II ds、 <11
間、 ($1. (1m間、 di、4関梱当部に所要
長の骨格筋部材ムを持来し1両端t−縦棒部(1,〜ら
用として配設した骨格筋部材ムと縛着する等して固定し
縦枠部4〜d4と横枠S−〜・番とを一連とした粋筋構
造体pとす4゜
地山の傾斜が均一でな(不均一な彎−1M凸あるいは縦
棒部、横枠部のそれぞれ相当地山部分に局部豹変y#部
がある鳩舎等δ;おいては1間隔保持部材101.10
1の所要部を切断し1連結部材11を彎−畜せながら上
下方りたは左一方向C;骨骨格筋部材上彎曲させ地山部
分に馴染むよう沿わせ番こと線材折曲連続部材11、−
は同一構造であり、かつ金属線材を折曲してなる三角状
を略同−ビッタで前後方向C:遍線形成しであるから埋
設する筋構造として強固であり、従って:yイクラー1
枠構造体O1−堅固とする。特に作am場−二線材折曲
連続部材”Is 4.連結部材U1幅固定部材Uを搬入
して線材折曲連続部材IL、111mの頂点相当部を噛
合い吠とし連結部材Uを挿通させ1幅固定部材12t/
取付けて容易番二組付けることができ1部品点数も少く
輸送搬入に便利である。d,, (lζd-Two-skeleton IIIiwA material is set singly or by connecting a plurality of them, and then the horizontal frame part Jw-・嘗、・
1. @4L-O4t 412 frame II ds, <11
($1. (1m distance, di, 4) Bring a skeletal muscle arm of the required length to the packing section, and attach the skeletal muscle arm arranged at both ends of the t-vertical rod section (1, to A solid structure p is constructed by fixing the vertical frames 4 to d4 and the horizontal frames S to S in a series. - 1M convex or pigeon coop with local sudden change y# part in the corresponding ground part of vertical bar part and horizontal frame part δ; 1 interval holding member 101.10
Cut the required part of 1 and bend the 1 connecting member 11 upwards and downwards or to the left in one direction C; bend the bone skeletal muscle member upward and align it to fit the ground part and bend the wire rod continuous member 11 ,−
have the same structure, and the triangular shape made by bending the metal wire is approximately the same in the front and back direction C: Since it is formed as a diagonal line, it is strong as a reinforcement structure to be buried, and therefore: y Iklar 1
Frame structure O1 - be solid. Particularly in the production area - 2 wire rod bent continuous member "Is" 4. Bring in the connecting member U1 width fixing member U, engage the portion corresponding to the apex of the wire rod bent continuous member IL, 111m, and insert the connecting member U through 1 Width fixing member 12t/
It can be easily installed in two sets, and the number of parts per unit is small, making it convenient for transportation.
なお本例では骨格筋部材ムの間隔保持部材と底辺m当部
両端の頂角部とを嬉接す蕃等して固定したが、これに代
えて第91i論よびIK 1011 L−示すように、
長大方向所宜ピッ?(P)毎ζ;スツットロ、L3・・
・を穿設した屈−片状の間隔保持部材14を設け。In this example, the spacing member of the skeletal muscle member arm and the apex corner portions at both ends of the base m are fixed by means of abutting ribs, etc., but instead of this, as shown in Article 91i and IK 1011 L- ,
Is it appropriate for the long direction? (P) Every ζ; Suttoro, L3...
A bent piece-shaped spacing member 14 is provided.
スツッ)13.131:廐辺相迩部両端の頂角部を嵌め
込み所要部分を縛着固定す番などして間隔保持部材と底
辺相当部両端の頂角部とを固定し、あ番いはスデットロ
より突出す尋m内部と間隔保持部材14との間一二棒材
15を挿入し一室するよう砿;シてもよく、このよう6
;すれば長尺の前後方向線形体2を前後方向亀;圧縮し
て輸道、m人−二嵩?A鶴ず極めて取扱い易いものとな
り大量輸!11;至便であり現場−二て締材折曲遍總体
を廖成し纏付けて骨格筋部材とすることもできる。13.131: Fix the spacing member and the apex corners at both ends of the base corresponding part by fitting the apex corners at both ends of the side connecting part and tying and fixing the required parts. Twelve rods 15 may be inserted between the inside of the width protruding from the sudettoro and the spacing member 14 to form one chamber;
;Then, the long linear body 2 is compressed in the front-back direction, resulting in m people - 2 volumes? A-Tsuruzu became extremely easy to handle and was exported in large quantities! 11; It is very convenient and can be made into a skeletal muscle member by folding and binding the bundled material on-site.
このようにして、骨格筋部材ムの所望の:Iyタリート
枠構枠構造体膜計C;従って、Il枠部、横枠部の所定
部位1:配置凧定して粋筋構造体DI形成し、この粋筋
構造体りに向けてモルタル吹付けを行い粋筋構造体pを
完全に被覆してボンクリート枠構造体0を完成すること
ができる。In this way, the desired part of the skeletal muscle member: Iy tallit frame structure frame structure membrane C; Then, mortar is sprayed onto this straight-stripe structure to completely cover the straight-stripe structure p, thereby completing the Boncrete frame structure 0.
11111図に示す線材折曲連続部材1は端面視を台形
状としたものであって、この場合には台第状の上辺を噛
合い状として、上辺両端の頂角部℃、16−二それぞれ
連結部材17%174二固定し1幅固定部材18.18
の両端を間隔保持部材19.鐘に固定する。The continuous bent wire member 1 shown in FIG. Connecting member 17% 174 2 fixed and 1 width fixed member 18.18
Both ends of the spacing member 19. Attach to the bell.
本発明骨格筋部材は法面保護工事等l二おいてボンクリ
ート枠構造体を彫成す蕃ための粋筋構造体用の骨格筋部
材として充分な強度を有し、傾斜状況1;即応して変形
容墨であり、IK付は藺!LSLで一連構造体となし得
る等コンクリ−(枠構造体施工用の骨格筋部材として作
業能率を格段と向上させるなどその効果は極めて大であ
る。The skeletal muscle member of the present invention has sufficient strength as a skeletal muscle member for a special muscle structure for carving a bonecrete frame structure in slope protection work, etc. It is a deformed form, and it comes with IK! LSL can be used as a series of concrete structures (as a skeletal muscle member for constructing frame structures), and its effects are extremely great, such as greatly improving work efficiency.
向遍繞体の説明図、@3閣は箇1ml二おけ不矢印■方
向から視た線材折曲連続部材1.の一部側面図。An explanatory diagram of the transverse body. Partial side view.
第4sは線材折曲連続部材11の端iIi図、第5図は
第4図の矢印V方向から視た線材折曲連続部材l。4s is a view of the end iii of the continuous wire bending member 11, and FIG. 5 is the continuous bending wire member 1 viewed from the direction of arrow V in FIG.
の一部側画li1.第6囚は線材折曲連続部材1.0一
部平面図、第1図は幅固定部材の側面図、第8図は本発
明骨S*部材C;よi諌″−保護工事のフンク!−F枠
構造体1111E過Iiv示す説明図、第9図は間隔保
持部材1め変−一を示す平面図、ll1oIlIは第9
図−二示す間隔保持部材によ墨取付は状態説1%111
il。Partial side picture li1. Figure 6 is a partial plan view of the wire bent continuous member 1.0, Figure 1 is a side view of the width fixing member, and Figure 8 is the bone S* member C of the present invention. - An explanatory diagram showing the F frame structure 1111E, Fig. 9 is a plan view showing the first variation of the spacing member,
The mounting of the spacer shown in Figure 2 is based on the condition theory 1% 111
il.
IIu図は本発明骨格mm材の他の実施例を示す説明図
である。Figure IIu is an explanatory diagram showing another example of the skeleton mm material of the present invention.
ム・・・骨格筋部材s ”Im−・・・線材折曲連続部
材。M... Skeletal muscle member s ``Im-... Wire bending continuous member.
C・・・コンクヲート枠構造体、D・・・粋筋構造体、
1・・・金属線材、2・・・前後方向這続体、4*、
4m、 4y61s 61s 5lall+頂角” *
’ Is sl s ig ”・底辺mm部。C...Conquot frame structure, D...Kinky structure,
1...Metal wire rod, 2...Anteroposterior direction continuous body, 4*,
4m, 4y61s 61s 5lall+apex angle” *
'Is sl sig'・Base mm part.
7□7鯰、h・・・−辺、 @*、’ j■、1m・・
・頂点相当部、も。7□7 catfish, h...-side, @*,' j■, 1m...
・The vertex equivalent part, too.
It、伽・・・他辺、101、為・・・間隔保持部材、
U・・・連結部材、12・・・幅固定部材。It, Kay...Other side, 101, To...Space maintaining member,
U...Connecting member, 12...Width fixing member.
Claims (1)
折曲して前後方向連続体を成形し、この前後方向連続体
の三角状遣たは台形状の底辺misの両噛頂角部を連ね
て間隔保持部材を固定し各鷹辺棚当郁関隔を側面視略同
−ビツを状とした線材折一連続部材を形成し、底辺相当
部側を直立状とした左右対称一対の前記線材折曲連続部
材のそれぞれの頂点相当部を互いに噛合い状としかつ各
頂点相当部な連結部材により連ねるとともに対応する前
記間隔保持部材間−二幅固定部材を掛渡し形成してなる
ことを特徴とする法函保謙工等覗;おけるコンクリート
枠構造体施工用骨格筋部材。A continuous metal wire is sequentially bent into a triangular or trapezoidal shape when viewed from the end to form a longitudinal continuous body, and both crest corners of the triangular or trapezoidal base mis of this longitudinal continuous body are bent. A pair of bilaterally symmetrical wire rods is formed by fixing the interval retaining members in series and forming a wire folded continuous member having a bit-like shape in side view. The respective apex portions of the continuous wire bending members are interlocked with each other, and are connected by connecting members corresponding to each apex portion, and a two-width fixing member is spanned between the corresponding spacing holding members. Skeletal muscle members for construction of concrete frame structures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9688581A JPS58528A (en) | 1981-06-23 | 1981-06-23 | Skeleton bar member of constructing concrete frame structure for slope protection work |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9688581A JPS58528A (en) | 1981-06-23 | 1981-06-23 | Skeleton bar member of constructing concrete frame structure for slope protection work |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS58528A true JPS58528A (en) | 1983-01-05 |
Family
ID=14176848
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9688581A Pending JPS58528A (en) | 1981-06-23 | 1981-06-23 | Skeleton bar member of constructing concrete frame structure for slope protection work |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS58528A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59154226A (en) * | 1983-02-23 | 1984-09-03 | Midori Bussan Kk | Slope protection work |
| JPS6421120A (en) * | 1987-07-15 | 1989-01-24 | Ohbayashi Corp | Burying of part to be penetrated into ground |
| CN118709265A (en) * | 2024-07-01 | 2024-09-27 | 中铁第四勘察设计院集团有限公司 | Design method of tunnel portal skeleton slope protection |
-
1981
- 1981-06-23 JP JP9688581A patent/JPS58528A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS59154226A (en) * | 1983-02-23 | 1984-09-03 | Midori Bussan Kk | Slope protection work |
| JPS6421120A (en) * | 1987-07-15 | 1989-01-24 | Ohbayashi Corp | Burying of part to be penetrated into ground |
| CN118709265A (en) * | 2024-07-01 | 2024-09-27 | 中铁第四勘察设计院集团有限公司 | Design method of tunnel portal skeleton slope protection |
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