JPS647170B2 - - Google Patents

Info

Publication number
JPS647170B2
JPS647170B2 JP17592683A JP17592683A JPS647170B2 JP S647170 B2 JPS647170 B2 JP S647170B2 JP 17592683 A JP17592683 A JP 17592683A JP 17592683 A JP17592683 A JP 17592683A JP S647170 B2 JPS647170 B2 JP S647170B2
Authority
JP
Japan
Prior art keywords
frame
main body
ground
fence main
fence
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
Application number
JP17592683A
Other languages
Japanese (ja)
Other versions
JPS6070227A (en
Inventor
Sakae Murakami
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
NIPPON SHORYOKU SANGYO KENKYUSHO KK
Original Assignee
NIPPON SHORYOKU SANGYO KENKYUSHO KK
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 NIPPON SHORYOKU SANGYO KENKYUSHO KK filed Critical NIPPON SHORYOKU SANGYO KENKYUSHO KK
Priority to JP17592683A priority Critical patent/JPS6070227A/en
Publication of JPS6070227A publication Critical patent/JPS6070227A/en
Publication of JPS647170B2 publication Critical patent/JPS647170B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/20Securing 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)

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は、現地工事をできるだけ少なくして、
斜面の造成工事を行う造成方法および造成器具に
関するものである。
[Detailed Description of the Invention] (Industrial Application Field) The present invention aims to reduce on-site construction work as much as possible,
The present invention relates to a method and equipment for constructing a slope.

(従来技術) 従来、斜面の造成工事を行う際には、例えばコ
ンクリート基礎工事あるいは岩石の積層工事を実
施することにより、斜面に相当強固な基礎を築い
て土止めをした後、該斜面の土を削つて整地を行
つている。
(Prior art) Conventionally, when constructing a slope, for example, concrete foundation work or rock layering work is performed to build a fairly strong foundation on the slope, and after earthwork is done, the soil on the slope is The land is being cleared and leveled.

しかしながら、このような造成工事は殆んどが
現地工事となるため、多大の労力と日数を要し工
事費が割高になつている。また、従来工法によれ
ば、たとえ斜面の土止めが十分に行われたとして
も、雨水等が多く降つた場合には、新造成地の土
が多くの水を含むようになり、これによつて、土
砂崩壊による大きな災害を発生し易いという欠点
がある。
However, most of this construction work is done on-site, which requires a great deal of labor and time, making the construction costs relatively high. In addition, according to conventional construction methods, even if the slope is sufficiently earth-damped, if there is a lot of rainwater, the soil in the newly created area will contain a lot of water, and this will cause the soil to become wet. However, it has the disadvantage of being prone to major disasters due to landslides.

(発明の目的) 本発明は、上記の欠点を除去するためになされ
たもので、その目的とするところは、現地工事を
できるだけ少なくして、工場での大量生産を可能
にし、工期の短縮および工事費の低減を図るとと
もに、雨水等による土砂崩壊を防止し得るように
した斜面造成方法およびその治具を提供すること
にある。
(Object of the Invention) The present invention has been made to eliminate the above-mentioned drawbacks, and its purpose is to minimize on-site construction work, enable mass production in factories, shorten the construction period, and An object of the present invention is to provide a method for constructing a slope and a jig therefor, which can reduce construction costs and prevent landslides caused by rainwater, etc.

(発明の構成) この目的は、四角形状の枠体と、枠体の下辺に
固設した杭と、枠体内に配設した補強材と、枠体
の埋土側に止着した合成樹脂製のネツトとより構
成された複数の土止め用フエンス本体を、互に連
接して地山に対向するように地面に打ち込むとと
もに、前記地山には複数のアンカー部材を互に連
接させて打ち込み、次に、フエンス本体の上辺近
傍部とアンカー部材間に控材を張設し、その後、
フエンス本体と前記アンカー部材間の空間部に埋
土することを特徴とする斜面造成方法およびその
器具によつて達成される。
(Structure of the Invention) This object consists of a rectangular frame body, a pile fixed to the lower side of the frame body, a reinforcing material arranged inside the frame body, and a synthetic resin frame body fixed to the buried soil side of the frame body. A plurality of earth retaining fence bodies constituted by nets are connected to each other and driven into the ground so as to face the ground, and a plurality of anchor members are connected to and driven into the ground, Next, a restraining material is stretched between the upper side of the fence main body and the anchor member, and then,
This is achieved by a slope construction method and an instrument thereof, characterized in that the space between the fence main body and the anchor member is filled with earth.

(実施例) 以下に、本発明の一実施例を図面に基づいて説
明する。先ず、本実施例に係わるフエンス本体の
構成を製作手順とともに説明する。第1図ない
し、第3図において、フエンス本体1の構成要素
である四角形状の枠体2は、断面凹形状の係合部
を有する鋼材をL字形に折曲し、該L字形鋼材を
2本互に向かい合わせて溶着することによつて製
作する。四角形状の枠体2の各コーナ部にはコー
ナ補強材3を溶着して、枠体2を補強する。
(Example) An example of the present invention will be described below based on the drawings. First, the structure of the fence main body according to this embodiment will be explained together with the manufacturing procedure. 1 to 3, a rectangular frame 2, which is a component of the fence main body 1, is made by bending a steel material having an engaging portion with a concave cross section into an L-shape, and forming the L-shaped steel material into two parts. Manufactured by facing each other and welding. A corner reinforcing material 3 is welded to each corner of the rectangular frame 2 to reinforce the frame 2.

枠体2の上辺と下辺間には、上端近傍部にボル
ト挿通孔4を有する複数の断面L字状縦補強材5
を溶着し、さらに前記枠体2の上辺と下辺間に
は、前記各縦補強材5同士の中間の位置において
断面字状の縦補強材6を溶着する。枠体2の下
辺の前記各縦補強材5に対応する位置には、鋼製
の杭7を溶着する。
Between the upper and lower sides of the frame 2, there are a plurality of L-shaped vertical reinforcing members 5 having bolt insertion holes 4 near the upper end.
Further, between the upper side and the lower side of the frame body 2, a longitudinal reinforcing member 6 having a cross-sectional shape is welded at a position intermediate between the longitudinal reinforcing members 5. Steel stakes 7 are welded to the lower side of the frame 2 at positions corresponding to the vertical reinforcing members 5 .

縦補強材5と6間には、これらと直交して延び
る横補強材8,9を順次平織状に挿入し、各横補
強材8,9の一端は枠体2の一方の横辺に溶着
し、各横補強材8,9の他端は第4図に示すよう
に、調整ボルト10の一端側に溶着する。そし
て、この調整ボルト10の他端側は、枠体2の他
方の横辺に穿設した孔11に挿通して、調整ボル
ト10にナツト12を螺合する。このナツト12
の締付量を加減することにより、前記横補強材
8,9の張力を適宜調整できるようになつてい
る。
Between the longitudinal reinforcing members 5 and 6, horizontal reinforcing members 8 and 9 extending orthogonally thereto are sequentially inserted in a plain weave pattern, and one end of each of the horizontal reinforcing members 8 and 9 is welded to one horizontal side of the frame 2. However, the other end of each of the horizontal reinforcing members 8 and 9 is welded to one end of the adjusting bolt 10, as shown in FIG. The other end of the adjustment bolt 10 is inserted into a hole 11 formed on the other side of the frame 2, and a nut 12 is screwed onto the adjustment bolt 10. This nut 12
By adjusting the amount of tightening, the tension of the horizontal reinforcing members 8 and 9 can be adjusted as appropriate.

この後、枠体2の上辺と下辺間に、前述した横
補強材8と9の交差部を上下方向に延びるように
縦補強材13を溶着し、この縦補強材13と前記
横補強材8,9との各接触部を溶着する。そし
て、横補強材8,9と前記縦補強材5,6との各
接触部を溶着し、枠体2を強固に補強する。この
ようにして、強固に補強されてなる枠体2の埋土
側(第3図における右方側)に、合成樹脂製のネ
ツト14を適宜手段にて止着して、土止め用フエ
ンス本体1が完成する。
Thereafter, a vertical reinforcing material 13 is welded between the upper side and the lower side of the frame 2 so as to extend vertically at the intersection of the horizontal reinforcing materials 8 and 9, and this vertical reinforcing material 13 and the horizontal reinforcing material 8 , 9 are welded. Then, the contact portions of the horizontal reinforcing members 8, 9 and the vertical reinforcing members 5, 6 are welded to firmly reinforce the frame 2. In this way, the synthetic resin net 14 is fixed to the buried earth side (the right side in Fig. 3) of the strongly reinforced frame body 2 by appropriate means, and the fence body for earth-retaining is constructed. 1 is completed.

次に、第5図に基づいてアンカー部材15およ
び控材22について説明する。アンカー部材15
は、所要数の孔16が穿設された断面L字状の鋼
製ベース17と、該ベース17の孔16に挿通さ
れる鋼管杭18と、該鋼管杭18のベース17よ
りも上部にUボルト19およびナツト20にて締
着されるプレート21とから構成される。
Next, the anchor member 15 and the restraining member 22 will be explained based on FIG. 5. Anchor member 15
consists of a steel base 17 with an L-shaped cross section in which a required number of holes 16 are bored, a steel pipe pile 18 inserted into the holes 16 of the base 17, and a U-shaped steel base 18 above the base 17 of the steel pipe pile 18. It consists of a plate 21 that is fastened with bolts 19 and nuts 20.

控材22は棒鋼等により製作され、控材22の
一端はアンカー部材15のベース17に溶着さ
れ、他端は調整ボルト23の一端側に溶着されて
いる。そして、この調整ボルト23の他端側は、
フエンス本体1の縦補強材5の前記ボルト挿通孔
4に挿通され、ナツト24が螺合している。この
ナツト24の締付量を加減することによつて、フ
エンス本体1の倒れ度合を適宜調整できるように
なつている。
The retainer 22 is made of bar steel or the like, and one end of the retainer 22 is welded to the base 17 of the anchor member 15, and the other end is welded to one end of the adjustment bolt 23. The other end of this adjustment bolt 23 is
It is inserted into the bolt insertion hole 4 of the vertical reinforcing member 5 of the fence main body 1, and a nut 24 is screwed into the bolt insertion hole 4. By adjusting the amount of tightening of this nut 24, the degree of inclination of the fence main body 1 can be adjusted as appropriate.

なお、ここでは控材22の一端側をベース17
に溶着し、他端をフエンス本体1側において長さ
調整できるようにしたが、勿論、これとは逆に、
控材22の他端をフエンス本体1に溶着し、一端
をベース側において長さ調整できるように構成し
てもよい。
Note that here, one end side of the restraining material 22 is connected to the base 17.
The other end was welded to the fence body 1 side so that the length could be adjusted, but of course, on the contrary,
The other end of the restraining member 22 may be welded to the fence main body 1, and the length of one end may be adjusted on the base side.

上述のように構成された造成器具を用いて、実
際に斜面の造成工事を行う方法について、第6図
ないし第8図に基づいて説明する。
A method for actually constructing a slope using the construction tool configured as described above will be explained based on FIGS. 6 to 8.

フエンス本体1、アンカー部材15および控材
22は予め工場内において製作し、工場内におい
て製作されたフエンス本体1、アンカー部材15
および控材22を、斜面造成する設置現場まで搬
入する。先ず、フエンス本体1は、これを地山B
に対向させてネツト14が地山B側(埋土側)に
配されるように、地面Aの所定位置に載置する。
地面Aに載置されたフエンス本体1は、整地の際
に用いる図示しないシヨベル系掘削機等によつて
その上部を叩くことにより、複数のフエンス本体
1同士を連接させて、上記杭7を順々に地面Aに
打ち込んでいく。この場合、互に隣接するフエン
ス本体1は第6図および第7図に示すように、
各々の枠体2の横辺に凹設した係合部同士を互に
重ね合わせて、上記した要領で複数のフエンス本
体1を打ち込んでいく。
The fence main body 1, the anchor member 15, and the restraining material 22 are manufactured in advance in the factory, and the fence main body 1, the anchor member 15 manufactured in the factory
And the restraining material 22 is carried to the installation site where the slope is to be created. First, the fence main body 1 moves this to the ground B.
The net 14 is placed at a predetermined position on the ground A so that it is placed on the ground B side (filling earth side), facing the net 14.
The fence main body 1 placed on the ground A is pounded on its upper part with a shovel type excavator (not shown) used for leveling the ground, thereby connecting the plurality of fence main bodies 1 to each other and stacking the piles 7 in sequence. Drive it into the ground A. In this case, the fence bodies 1 adjacent to each other are arranged as shown in FIGS. 6 and 7.
The engaging parts recessed in the lateral sides of each frame body 2 are overlapped with each other, and a plurality of fence bodies 1 are driven in as described above.

そして、前記各フエンス本体1に対向した地山
Bには、アンカー部材15のベース17の一辺を
フエンス本体1に対し適当距離だけ離隔させて打
込む。その際、複数のベース17は第7図に示す
ように、フエンス本体1に対する離間寸法を大小
交互に異ならせて打ち込むことが好ましい。地山
Bに打ち込まれた隣り合う各ベース17間には、
所要形状の継ぎ材25を溶着して、各ベース17
同士を堅固に補強する。各ベース17間を継ぎ材
25にて補強したら、各ベース17に穿設された
孔16に鋼管杭18を挿通して、該鋼管杭18を
地山Bに打ち込んでいく。
Then, one side of the base 17 of the anchor member 15 is driven into the ground B facing each of the fence bodies 1, with one side of the base 17 separated from the fence body 1 by an appropriate distance. At this time, it is preferable that the plurality of bases 17 be driven in such a manner that the distance from the fence main body 1 is alternately different in size, as shown in FIG. Between each adjacent base 17 driven into the ground B,
Each base 17 is welded with a joint material 25 of the desired shape.
Reinforce each other firmly. After reinforcing the space between each base 17 with a joint material 25, a steel pipe pile 18 is inserted into a hole 16 drilled in each base 17, and the steel pipe pile 18 is driven into the ground B.

この後、アンカー部材15のベース17には控
材22の一端を溶着固定し、控材22の他端に溶
着した調整ボルト23は、枠体2の上辺近傍部に
設けたボルト挿通孔(第5図の符号4)に挿通
し、ナツト24を螺合する。フエンス本体1の倒
れ度合は、ナツト24の締付量を加減することに
よつて適宜調整する。フエンス本体1の倒れ度合
を調整したら、鋼管杭18にプレート21をUボ
ルト19およびナツト20にて締着する。この場
合、プレート21は控材22に当接させてフエン
ス本体1と対向するようにして締着する。然る
後、フエンス本体1とアンカー部材15間の空間
部Cに、地山Bを削つて得られた土を、第8図中
において想像線Eで示すように埋土し、図示しな
いシヨベル系掘削機等により造成を行い整地す
る。
After that, one end of the retaining member 22 is welded and fixed to the base 17 of the anchor member 15, and the adjustment bolt 23 welded to the other end of the retaining member 22 is inserted into the bolt insertion hole (the bolt insertion hole) provided near the upper side of the frame 2. 5) and screw the nut 24 on. The degree of inclination of the fence main body 1 is adjusted as appropriate by adjusting the amount of tightening of the nut 24. After adjusting the degree of inclination of the fence main body 1, the plate 21 is fastened to the steel pipe pile 18 with U bolts 19 and nuts 20. In this case, the plate 21 is fastened so as to be in contact with the retaining member 22 and facing the fence main body 1. After that, soil obtained by scraping away the ground B is filled in the space C between the fence main body 1 and the anchor member 15 as shown by the imaginary line E in FIG. The land will be cleared and leveled using excavators, etc.

第9図は、本発明に係る造成器具を上下2段に
重ねて使用した実施態様を示すものである。ここ
に使用する2段目のフエンス本体1は、枠体2の
下辺に杭7を取り付けないものを用いる。この場
合の組立て手順は、1段目の複数のフエンス本体
1を、互い連接して地山Bに対向させた状態で、
上記したことと同じ要領で地面Aに打ち込み、次
に、1段目のフエンス本体1の枠体2の上辺に、
2段目のフエンス本体1′の枠体2′の下辺を確実
に係合させて組み立てればよい。2段目のフエン
ス本体1′に関係するアンカー部材15′および控
材22′の組付け要領は、第1段目のフエンス本
体1に関係するアンカー部材15および控材22
の組付け要領と同様であるので、その説明を省略
するものとする。
FIG. 9 shows an embodiment in which the creation instruments according to the present invention are stacked in two layers, upper and lower. The second-stage fence main body 1 used here does not have the stakes 7 attached to the lower side of the frame 2. The assembly procedure in this case is to connect the plural fence bodies 1 of the first stage to each other and face the ground B,
Drive it into the ground A in the same manner as above, and then place it on the upper side of the frame 2 of the first stage fence body 1.
The lower side of the frame 2' of the second-stage fence main body 1' may be surely engaged with the assembly. The procedure for assembling the anchor member 15' and the restraining member 22' related to the second stage fence main body 1' is as follows.
Since the assembly procedure is the same as that of , the explanation thereof will be omitted.

(発明の効果) 以上のように本発明によれば、フエンス本体、
アンカー部材および控材は工場において大量生産
でき、現地工事が従来に較べて大幅に減少するの
で、工期の短縮および工事費の低減を図ることが
できる。また、土止めのために枠体に合成樹脂製
のネツトを止着したので、雨水等の速やかな自然
排水が可能となり、したがつて、土砂崩壊による
災害発生を未然に防止できる。また、複数のフエ
ンス本体は造成地の地形に応じて組合せ自由であ
るので、変形地における造成工事に対しても容易
に対応できる。
(Effect of the invention) As described above, according to the present invention, the fence main body,
Anchor members and restraining materials can be mass-produced in factories, and on-site construction work is significantly reduced compared to conventional methods, so it is possible to shorten the construction period and reduce construction costs. In addition, since a synthetic resin net is fixed to the frame body for soil retention, rainwater and the like can be drained naturally, and disasters caused by landslides can therefore be prevented. Furthermore, since the plurality of fence bodies can be freely combined according to the topography of the site, it is possible to easily handle construction work on deformed land.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例を示す要部正面図、
第2図は第1図の平面図、第3図は第1図の右側
面図、第4図は第1図のD部詳細図、第5図はア
ンカー部材と控材の取付状態を示す一部切欠き側
面図、第6図は本発明に係る造成器具を連接して
敷設した状態を示す全体正面図、第7図は第6図
の平面図、第8図は第6図の造成器具の組立状態
を拡大して示す右側面図、第9図は本発明に係る
造成器具を2段に重ねて使用した状態を示す右側
面図である。 1……フエンス本体、2……枠体、3……コー
ナ補強材、5,6,13……縦補強材、7……
杭、8,9……横補強材、14……ネツト、15
……アンカー部材、22……控材、A……地面、
B……地山、C……空間部。
FIG. 1 is a front view of main parts showing an embodiment of the present invention;
Fig. 2 is a plan view of Fig. 1, Fig. 3 is a right side view of Fig. 1, Fig. 4 is a detailed view of section D in Fig. 1, and Fig. 5 shows the state in which the anchor member and restraint member are attached. A partially cutaway side view, FIG. 6 is an overall front view showing the state in which the construction tools according to the present invention are connected and laid, FIG. 7 is a plan view of FIG. 6, and FIG. FIG. 9 is a right side view showing the assembled state of the instrument in an enlarged manner, and FIG. 1...Fence body, 2...Frame body, 3...Corner reinforcement material, 5, 6, 13...Vertical reinforcement material, 7...
Pile, 8, 9... Horizontal reinforcement, 14... Net, 15
... Anchor member, 22 ... Retaining material, A ... Ground,
B...ground, C...space.

Claims (1)

【特許請求の範囲】 1 四角形状の枠体と、該枠体の下辺に固設した
杭と、前記枠体内に配設した補強材と、前記枠体
の埋土される側に止着した合成樹脂製のネツトと
より構成されてなる複数の土止め用フエンス本体
を、互に連接して地山に対向するように地面に打
ち込むとともに、前記地山には複数のアンカー部
材を互に連接させて打ち込み、次に、前記フエン
ス本体の上辺近傍部と前記アンカー部材間に控材
を張設し、その後、前記フエンス本体と前記アン
カー部材間の空間部に埋土することを特徴とする
斜面造成方法。 2 四角形状の枠体の下辺に杭を有するとともに
該枠体内には補強材を配設し、かつ前記枠体の埋
土側に合成樹脂製のネツトを止着してなる土止め
用フエンス本体と、該フエンス本体と対向離間さ
せて地山に打ち込まれるアンカー部材と、前記フ
エンス本体の上辺近傍部と前記アンカー部材間に
張設される控材とより構成したことを特徴とする
斜面造成器具。
[Scope of Claims] 1. A rectangular frame, a pile fixed to the lower side of the frame, a reinforcing member disposed inside the frame, and a pile fixed to the side of the frame to be filled with soil. A plurality of earth retaining fence bodies made of synthetic resin nets are connected to each other and driven into the ground so as to face the ground, and a plurality of anchor members are connected to the ground to each other. Next, a restraining material is stretched between the upper side of the fence main body and the anchor member, and then soil is filled in the space between the fence main body and the anchor member. Creation method. 2. A fence main body for retaining earth, which has stakes on the lower side of a rectangular frame, has a reinforcing material inside the frame, and has a synthetic resin net fixed to the earth-filling side of the frame. A slope creation device comprising: an anchor member driven into the ground so as to face and be spaced apart from the fence main body; and a restraining member stretched between the upper side of the fence main body and the anchor member. .
JP17592683A 1983-09-22 1983-09-22 Method and apparatus for formation of slope Granted JPS6070227A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17592683A JPS6070227A (en) 1983-09-22 1983-09-22 Method and apparatus for formation of slope

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17592683A JPS6070227A (en) 1983-09-22 1983-09-22 Method and apparatus for formation of slope

Publications (2)

Publication Number Publication Date
JPS6070227A JPS6070227A (en) 1985-04-22
JPS647170B2 true JPS647170B2 (en) 1989-02-07

Family

ID=16004662

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17592683A Granted JPS6070227A (en) 1983-09-22 1983-09-22 Method and apparatus for formation of slope

Country Status (1)

Country Link
JP (1) JPS6070227A (en)

Also Published As

Publication number Publication date
JPS6070227A (en) 1985-04-22

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