JPS58113421A - Slope protection work - Google Patents
Slope protection workInfo
- Publication number
- JPS58113421A JPS58113421A JP21411381A JP21411381A JPS58113421A JP S58113421 A JPS58113421 A JP S58113421A JP 21411381 A JP21411381 A JP 21411381A JP 21411381 A JP21411381 A JP 21411381A JP S58113421 A JPS58113421 A JP S58113421A
- Authority
- JP
- Japan
- Prior art keywords
- slope
- connecting members
- horizontally
- frames
- crane
- 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
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】
この発明は法面崩壊防止等の目的でその法面に設ける法
面保繰装置を施工する場合に用いる法面保鰻工法に関す
る。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a slope protection method used when constructing a slope protection device to be installed on a slope for the purpose of preventing slope collapse.
道路沿いに切立つ法面にその崩s勢を防止するため法面
保饅装置を設けることが一般に行なわれている。この種
の装置の一つとして、法面にコンクリート製の多数の枠
材を縦横格子状に設置し、これらの枠材で法面を保躾す
るものがある。2. Description of the Related Art Slope protection devices are generally installed on steep slopes along roads to prevent them from collapsing. As one of this type of equipment, there is a device in which a large number of concrete frames are installed on a slope in a vertical and horizontal grid pattern, and the slope is maintained with these frames.
ところが従来、このような装置を施工するに尚りては、
各枠材を個々に法面に設置し、この設置後に各枠材相互
を連結しておシ、このため作業性が悪く多大な労力と時
間を費やさなければならない難点があった。However, in the past, when constructing such equipment,
Each frame member is individually installed on the slope, and after the installation, the frame members are connected to each other, which has the disadvantage of poor workability and requiring a great deal of labor and time.
この発明はこのような点に着目してなされたもので、そ
の目的とするところは、枠材を予め連結しておき、その
連結体を吊持して法面上に縦横格子状に設置グていくこ
とによって能率的な施工の達成を図ることにある。This invention was made with attention to these points, and its purpose is to connect the frame materials in advance, suspend the connected bodies, and install the grid on the slope in a vertical and horizontal grid pattern. The aim is to achieve efficient construction by doing so.
以下、この発明の一実施例について図面を参照して説明
する。第1図に示すIFi枠材で、これは角柱状に形成
したコンクリート部材2内にその長手方向に沿って補強
線材3を、また幅方向に沿って挿通管4をそれぞれ複数
ずつ置設してなる拳補強線材10両端末Jaはそれぞれ
コンクリート部材10両端から突出している。補![4
1材3としては通常の鋼線や鋼よシ線、或いはpcH線
やPC鋼よシ線を用いる。An embodiment of the present invention will be described below with reference to the drawings. The IFi frame material shown in Fig. 1 is made by installing a plurality of reinforcing wires 3 along the longitudinal direction and a plurality of insertion tubes 4 along the width direction in a concrete member 2 formed into a prismatic shape. Both ends Ja of the fist reinforcing wire 10 protrude from both ends of the concrete member 10, respectively. Compensation! [4
As the material 3, a normal steel wire, a steel wire, a PCH wire, or a PC steel wire is used.
このように形成した枠材1を、第2図に示すように長手
方向に沿って順次配列し、各枠材1相互を補gIli1
材3の突出端末S1を介して連結する。すなわち、端末
Jm同士を撚シ合わすことにより、或いは)、り状に掛
は合わすことによシ、さらにはシャクル等を用いること
によシ互いに結合して各枠材1相互を連結する。そして
このように枠材1相互を連結して構成した連結体5を、
第3図に示すようにその一端側に配置する枠材1におけ
る一つの押通管4にローブ暴を通し、このローグaを介
してクレーン勢によシ連結体5を垂直に吊持しながらそ
の連結体5を法1ilrc上にその縦方向に沿って設置
する。The frame members 1 thus formed are arranged in sequence along the longitudinal direction as shown in FIG.
They are connected via the protruding end S1 of the material 3. That is, the frame members 1 are connected to each other by twisting the terminals Jm together, by hooking them together in a rib shape, or by connecting them to each other by using a shackle or the like. The connecting body 5 constructed by connecting the frame members 1 together in this way is
As shown in FIG. 3, a lobe is passed through one push-through pipe 4 of the frame member 1 disposed on one end side, and the connecting body 5 is vertically suspended by a crane force via this rogue a. The connecting body 5 is installed on the vertical axis 1ilrc along its longitudinal direction.
このようにして法面6上にそれぞれ法面6の縦方向に沿
う連結体5を複数列設ける。ついで、第3図に示すよう
に他の連結体6の二つの挿通管4にローf&を通し、そ
の端末側にクリ、グb等を取付け、このローグーを介し
て連結体5をクレーン等を用いて水平に吊持しながらそ
の連結体5を法面6上にその横方向にaうて設置する。In this way, a plurality of rows of connecting bodies 5 are provided on the slope 6, each extending in the vertical direction of the slope 6. Next, as shown in FIG. 3, pass the low f & through the two insertion tubes 4 of the other connecting body 6, attach a chestnut, gouge b, etc. to the terminal side, and move the connecting body 5 with a crane etc. through the low go. The connected body 5 is installed horizontally on the slope 6 so as to be horizontally suspended.
仁のようにして法面6の横方向に連結体5を順次設置し
、第5図に示すように格子状の本体7を構成する。縦横
の各連結体5は、補強線材3の端末3aの部分において
互いに交差させ、その各交差部をアンカー8によp法面
に係着させる。さらに必要があれば、各交差部にコンク
リートや溶融グラスチ、りを流し込んでその部分を被蝋
するようにしてもよく、この場合には補強線材3の端末
Jaの腐蝕を防止することができるとともに、その交差
部の補強を図ることができる利点がある。Connecting bodies 5 are successively installed in the lateral direction of the slope 6 in a lattice pattern to form a lattice-like main body 7 as shown in FIG. The vertical and horizontal connecting bodies 5 intersect with each other at the terminal ends 3a of the reinforcing wire 3, and each of the intersecting parts is anchored to the p-slope by an anchor 8. Furthermore, if necessary, concrete, molten glast, or glue may be poured into each intersection to make the area brazed. In this case, corrosion of the terminal Ja of the reinforcing wire 3 can be prevented, and , has the advantage of being able to reinforce the intersection.
を九、本体7には、各挿通管4を通してワイヤローグー
を縦横に張設し一1格子状の各ます0内に例えば金網I
Qt−上記ワ上記ワイヤリーグして取付け、この金網J
Oの面上に盛土を施こし、この盛土に苗木等を植付ける
。9. In the main body 7, wire mesh I is stretched vertically and horizontally through each insertion tube 4.
Qt-The above wire league and install it, and this wire mesh J
An embankment is placed on the surface of O, and seedlings, etc. are planted on this embankment.
なお、連結体5t−法面6の横方向に設置する際四−グ
を介して被数の連結体5を同時に吊持し、それらを一括
して法面6上に配設するようにしてもよい。In addition, when installing the connecting bodies 5t in the lateral direction of the slope 6, a number of connecting bodies 5 are suspended at the same time via four gangs, and they are arranged on the slope 6 all at once. Good too.
また、枠材lとしては、単一のコンクリート部材2に補
強線材st埋設する場合に限らず、第6図に示すように
コンクリート部材2を複数とし、これらの相互に亘って
補強線材3を埋設して構成するようにしてもよい。さら
に、枠材には、その側壁面に適宜な切欠部を設け、渋面
への設置後にその切欠部を介して法面被優用の土留コン
クリートパネル、エキス/母ンド/4ネル、ネット組込
みパネルなどを係止するようにしたり、或いは複数のダ
ルトを組込んでおき、法面への設置後にその?ルトを介
して法面被接用の金網を係止するようにしてもよい。Furthermore, the frame material 1 is not limited to the case where reinforcing wires 3 are buried in a single concrete member 2, but also when a plurality of concrete members 2 are used as shown in Fig. 6, and the reinforcing wires 3 are buried between them. It may be configured as follows. Furthermore, the frame material has an appropriate notch on its side wall surface, and after installation on the rough surface, the earth retaining concrete panel, extract / motherboard / 4-nel, net-embedded panel for slope surface use is inserted through the notch. Or, by incorporating multiple darts, you can fix it after installing it on the slope. The wire mesh for contacting the slope surface may be locked through the bolt.
以上説明したようにこの発明によれば、複数の枠材を補
強線材の突出端末を結合して連結し、この連結体を吊持
して法面上に縦横格子状に配置し、各連結体の補強線材
の端末部分を交差させ、これら交差部をそれぞれアンカ
ーを介して法面に係着させることを特徴とするから、従
来のように枠材を個々に設置し、その設置後に各枠材相
互を連結する場合に比べ、作業性が大輪に向上し、能率
的な施工を達成できる。また各枠材には補強線材が埋設
されているから、強度が向上し、法面を長期に亘りて安
定して保謙することができる・As explained above, according to the present invention, a plurality of frame members are connected by joining the protruding ends of the reinforcing wire rods, and the connected bodies are suspended and arranged in a vertical and horizontal lattice pattern on a slope. The reinforcing wires are intersected at their terminal ends, and each of these intersections is anchored to the slope via an anchor. Compared to the case where they are interconnected, workability is greatly improved and efficient construction can be achieved. In addition, each frame material has reinforcing wire embedded in it, which improves its strength and allows it to stably protect slopes over long periods of time.
図面はこの発明の一実施例を示し、第、1図は枠材の斜
視図、第2図は枠材を連結して連結体を構成する状Il
o平面図、第4図は連結体を垂直に吊持した状態の平面
図、第5図は同じく水平に吊持した状態の正面図、第6
図は法面に各連結体を配置した状態の平面図、第6図は
枠材を複数のコンクリート部材で構成し良状態の平面図
である。
1・・・枠材、2・・・コンクリート部材、S・・・補
強線材、3a・・・補強線材の端末、5・・・連結体、
6・・・法面、8・・・アンカー。
出願人代理人 弁理士 鈴 江 武 彦第1図
第2図
第3図 第4図
特許庁長官 島 1)春 樹 殿
1.事件の表示
特願紹56−214113号
2、発明の名称
法面保腫工法
36 捕+’Eをする者
事件との関係 特許出願人
(352)東京製綱株式会社
4、代理人
7、補正の内容
明細書第6頁第10行目1−r$4図」とあるのを「第
3図」と、同頁第11行目に「第5図」とあるのlr第
4図」と、同頁第12行目に「第6図」とあるのを「第
5図」とそれぞれ打止する。The drawings show an embodiment of the present invention, in which Figures 1 and 1 are perspective views of frame members, and Figure 2 shows a configuration in which the frame members are connected to form a connected body.
o Plan view, Fig. 4 is a plan view of the connecting body suspended vertically, Fig. 5 is a front view of the connected body suspended horizontally, Fig. 6
The figure is a plan view of the connecting bodies arranged on a slope, and FIG. 6 is a plan view of the frame in good condition with the frame made up of a plurality of concrete members. DESCRIPTION OF SYMBOLS 1... Frame material, 2... Concrete member, S... Reinforcement wire, 3a... Terminal of reinforcing wire, 5... Connecting body,
6...Slope, 8...Anchor. Applicant's representative Patent attorney Takehiko Suzue Figure 1 Figure 2 Figure 3 Figure 4 Commissioner of the Patent Office Shima 1) Haruki Tono 1. Indication of the case Patent Application Introduction No. 56-214113 No. 2, Name of the invention Slope embankment construction method 36 Relationship with the case of the person who makes the arrest Patent applicant (352) Tokyo Rope Co., Ltd. 4, Agent 7, Amendment 1-r$4 figure on page 6, line 10 of the detailed description of contents, is changed to ``Figure 3'', and ``Figure 5'' is written as ``lr Figure 4'' on line 11 of the same page. , on the 12th line of the same page, the phrase ``Figure 6'' has been changed to ``Figure 5.''
Claims (1)
コンクリート部材の両端から突出させてなる複数の枠材
を、それぞれその補強線材の突出端末を結合することに
よシ互いに連結し、この連結体を吊持して法面上に縦横
格子状に配置し、各連結体の補強線材の端末部分を交差
させ、これら交差部をそれぞれアンカーを介して法面に
係着させることを1rIIkとした法面保繰工法・Reinforcing wire rods are dug in the concrete member, and a plurality of frame members each having both ends protruding from both ends of the concrete member are connected to each other by connecting the protruding ends of the reinforcing wire rods, and this connection is made. 1rIIk was defined as suspending the body and arranging it in a vertical and horizontal lattice pattern on a slope, intersecting the terminal parts of the reinforcing wires of each connected body, and anchoring these intersections to the slope via anchors. Slope preservation method/
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21411381A JPS58113421A (en) | 1981-12-26 | 1981-12-26 | Slope protection work |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21411381A JPS58113421A (en) | 1981-12-26 | 1981-12-26 | Slope protection work |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS58113421A true JPS58113421A (en) | 1983-07-06 |
Family
ID=16650441
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21411381A Pending JPS58113421A (en) | 1981-12-26 | 1981-12-26 | Slope protection work |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58113421A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4983076A (en) * | 1987-11-13 | 1991-01-08 | Henri Vidal | Facings for earthworks |
CN105735233A (en) * | 2016-03-06 | 2016-07-06 | 淄博环能海臣环保技术服务有限公司 | Energy-storing, temperature-adjusting, water-condensing and sand-fixing device for plant straw section pipe |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5337246B2 (en) * | 1975-11-26 | 1978-10-07 | ||
JPS5681724A (en) * | 1979-12-06 | 1981-07-04 | K & K Kikaku Kk | Construction method of retaining wall |
-
1981
- 1981-12-26 JP JP21411381A patent/JPS58113421A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5337246B2 (en) * | 1975-11-26 | 1978-10-07 | ||
JPS5681724A (en) * | 1979-12-06 | 1981-07-04 | K & K Kikaku Kk | Construction method of retaining wall |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4983076A (en) * | 1987-11-13 | 1991-01-08 | Henri Vidal | Facings for earthworks |
US5040928A (en) * | 1987-11-13 | 1991-08-20 | Societe Civile Des Brevets De Henri Vidal | Facings for earthworks |
CN105735233A (en) * | 2016-03-06 | 2016-07-06 | 淄博环能海臣环保技术服务有限公司 | Energy-storing, temperature-adjusting, water-condensing and sand-fixing device for plant straw section pipe |
WO2017152697A1 (en) * | 2016-03-06 | 2017-09-14 | 淄博环能海臣环保技术服务有限公司 | Energy-storing, temperature-regulating, water-condensing and sand-fixing apparatus based on plant straw profile tubes |
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