JPH02213521A - Normal plane protection work by mainly using - Google Patents
Normal plane protection work by mainly usingInfo
- Publication number
- JPH02213521A JPH02213521A JP1035805A JP3580589A JPH02213521A JP H02213521 A JPH02213521 A JP H02213521A JP 1035805 A JP1035805 A JP 1035805A JP 3580589 A JP3580589 A JP 3580589A JP H02213521 A JPH02213521 A JP H02213521A
- Authority
- JP
- Japan
- Prior art keywords
- slope
- beams
- normal plane
- vertical
- constructed
- 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
- 239000000463 material Substances 0.000 claims abstract description 4
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 4
- 239000011347 resin Substances 0.000 claims abstract description 4
- 229920005989 resin Polymers 0.000 claims abstract description 4
- 229920000049 Carbon (fiber) Polymers 0.000 claims abstract description 3
- 239000004917 carbon fiber Substances 0.000 claims abstract description 3
- 239000003365 glass fiber Substances 0.000 claims abstract description 3
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 claims abstract description 3
- 238000009415 formwork Methods 0.000 claims abstract 4
- 239000004746 geotextile Substances 0.000 claims abstract 2
- 239000002689 soil Substances 0.000 claims abstract 2
- 238000010276 construction Methods 0.000 claims description 8
- 230000002787 reinforcement Effects 0.000 claims description 2
- 239000012779 reinforcing material Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 claims 6
- 230000002265 prevention Effects 0.000 claims 5
- 239000000835 fiber Substances 0.000 claims 1
- 239000004576 sand Substances 0.000 claims 1
- 238000005507 spraying Methods 0.000 claims 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 abstract description 8
- 229910052742 iron Inorganic materials 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 abstract 2
- 235000010627 Phaseolus vulgaris Nutrition 0.000 abstract 1
- 244000046052 Phaseolus vulgaris Species 0.000 abstract 1
- 230000007797 corrosion Effects 0.000 abstract 1
- 238000005260 corrosion Methods 0.000 abstract 1
- 239000008280 blood Substances 0.000 description 2
- 210000004369 blood Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000004753 textile Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
Description
【発明の詳細な説明】
本発明は、法−の崩壊抑止保護１．法として安定コ１算
に基づさ、縦梁のみを１体に設置する工法で、これを図
面て説明すると第一図の様に法面（１）には地形状況に
応じた間隔で動方向（２）に゛ド行に、コンクリート又
はモルタルＭ’ｆ−の井ジＡテキスタイル？１ｉ強上等
による縦梁（３）が並べて造られる。DETAILED DESCRIPTION OF THE INVENTION The present invention provides protection against collapse of law: 1. This is a construction method in which only the vertical beams are installed in one piece based on the stability factor.As shown in Fig. (2) Concrete or mortar M'f- A textile? Vertical beams (3) of a little over 1i are built side by side.
縦’１（３）には、これも地形の状況に応し、１１！！
ｌｌ＋と’Ｅ？： ｅｊさぜるｌ）適宜な間隔（・上部
を縦梁く３）内に一体化させたアンカーボルト（４）が
打ち込まれている。Vertical '1 (3) also depends on the terrain situation, 11! !
ll+ and 'E? : ej sazaru l) The integrated anchor bolts (4) are driven in at appropriate intervals (with vertical beams at the top 3).
尚３第二図の様に−Ｌ壌ヤ地形の状況で各１１梁は、ト
Ｊｊ錆性抜群で鉄より軽く鉄以１．の引張り強度を持つ
鉄筋状の材料（’＋＋（＝１ｔ′！＋強度のガラスや炭
′Ｊ：ｙ１維に樹脂を含浸させて形成したもの）で、水
゛ド状（６）の様に或いは、たすき掛各フ状（７）の様
に連Ｖ、される。In addition, as shown in Figure 3, each of the 11 beams has excellent rust resistance, is lighter than iron, and is stronger than iron under the condition of -L-Yaya terrain. It is a reinforcing material (made by impregnating resin with glass or carbon fiber with a tensile strength of Alternatively, it can be connected in a series like the sash-hanging shape (7).
今これらの」−法を従来施行されている。［法（第三１
４）と比較ずろと横梁（８）の重置が想定崩＋１！血に
加わり、法面にχ（して荷重をｌｆ’？加させている。Now these '-laws have traditionally been enforced. [Law (No. 31)
Compared to 4), the superposition of the horizontal beam (8) is +1 more than expected! It adds to the blood and adds a load lf'? to the slope.
是れは従来の工法が、梁を縦１１１１等間隔に設置して
全体を覆つ栖逍とした為で横梁は単に各縦梁を連結する
大の手段としてＭ；を梁と同じ部材を使っている現状で
りる。This is because the conventional construction method was to install beams vertically at 1111 equal intervals to cover the entire structure, and the horizontal beams were simply used as a means of connecting each vertical beam, using the same material as the beams. The current situation is Rir.
従って、本発明工法を、法面に採用すれば、法面の崩壊
に対する安全率向上、又横梁の１事が不問になって、Ｉ
！清的にも工事費大中にＩ）を減、引いては業界の技術
向上にも大いに貢献するものである。Therefore, if the construction method of the present invention is applied to slopes, the safety factor against collapse of slopes will be improved, and the issue of cross beams will no longer be an issue, and I
! In terms of quality, this will greatly reduce construction costs and greatly contribute to improving technology in the industry.
一図ｍ＋の簡Ｌ１ｉなＭ兄明
第−図・・・・・・・・・本発明の略図第二図・・・・
・・・・・本発明の一例第三図・・・・・・・・・従来
の法血施行図訂紹
（１）・・・・・・法面
（２）・・・・・・動方向
（３）・・・・・・縦梁
（４）・・・・・・アンカーボルト
（５）・・・・・・鉄筋状の材料
（６）・・・・・・水下状
（７）・・・・・たすき状
（８）・・・・・・横梁Figure 1: M + simple L1i Figure -... Schematic diagram of the present invention Figure 2...
・・・・Example of the present invention Figure 3・・・・・Revised introduction of conventional legal blood enforcement drawings (1)・・・・Slope (2)・・・・・・・・・・・・Direction (3)...Longitudinal beam (4)...Anchor bolt (5)...Reinforcement material (6)...Under water (7) )...Sash shape (8)...Horizontal beam
Claims (1)
を主体として法面に設置する保護工法 ２）法面に順応させて設置した前項特許請求の範囲第１
）項に挙げた縦梁の型枠に、コンクリートやモルタルを
吹き付けるか又は打設して後、型枠を撤去して造る耐久
性のある縦梁を主体とした法面の崩壊抑止保護工法 ３）型枠を用いず、コンクリート又はモルタルで造る前
項特許請求の範囲第１）項の縦梁（無筋又は有筋）を主
体とした法面の崩壊抑止保護工法。 ４）金網又はこれに類する材料で組み立てた枠で造る前
項特許請求の範囲第１）項の縦梁を主体とした法面の崩
壊抑止保護工法 ５）土又は砂と繊維類を用いたジオテキスタイル補強土
等により造る前項特許請求の範囲第１）項の縦枠を主体
とした法面の崩壊抑止保護工法 ６）既製のコンクリート又はプラスチック類製品を並べ
て造る前項特請求の範囲第１）項の縦梁を主体とし、一
部横梁の補助をすることもある法面の崩壊抑止保護工法 ７）前各項の特許請求の範囲１）２）３）４）５）６）
項の工法による各縦梁が、樹脂で加工された鉄筋状の材
料（高強度のガラスや炭素繊維に樹脂を含浸させて形成
したもの）で連結し法面全体が一体化する様に設置する
法面の崩壊抑止保護工法[Claims] 1) A protection construction method in which vertical beams in the direction of movement are installed on a slope for the purpose of preventing collapse of the slope or protecting the slope. 2) A protection construction method according to the preceding patent claim in which longitudinal beams are installed on the slope to adapt to the slope. Range 1
3. Slope collapse prevention method 3 that uses durable vertical beams as the main component, which is constructed by spraying or pouring concrete or mortar on the vertical beam formwork listed in item 3, and then removing the formwork. ) A method for preventing and protecting slopes from collapsing, which is constructed using concrete or mortar without using formwork, and which is based on vertical beams (unreinforced or reinforced) according to claim 1). 4) A slope collapse prevention protection method mainly consisting of vertical beams as defined in Claim 1) of the preceding claim, which is constructed with a frame assembled from wire mesh or similar materials. 5) Geotextile reinforcement using soil or sand and fibers. 6) A slope collapse prevention and protection construction method based on a vertical frame as defined in Claim 1) of the preceding Paragraph, which is constructed from earth, etc. 6) A method for preventing collapse of slopes as defined in Claim 1) of the preceding Paragraph, in which ready-made concrete or plastic products are lined up. A slope collapse prevention protection method that uses beams as the main body and may partially support cross beams 7) Scope of claims for each of the preceding items 1) 2) 3) 4) 5) 6)
Each vertical beam using the construction method described in section 3.2 is connected with a reinforcing material processed with resin (formed by impregnating high-strength glass or carbon fiber with resin) and installed so that the entire slope is integrated. Slope collapse prevention protection method
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1035805A JPH02213521A (en) | 1989-02-14 | 1989-02-14 | Normal plane protection work by mainly using |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1035805A JPH02213521A (en) | 1989-02-14 | 1989-02-14 | Normal plane protection work by mainly using |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH02213521A true JPH02213521A (en) | 1990-08-24 |
Family
ID=12452139
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1035805A Pending JPH02213521A (en) | 1989-02-14 | 1989-02-14 | Normal plane protection work by mainly using |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH02213521A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100503725B1 (en) * | 2002-10-10 | 2005-07-26 | 피티엘산업(주) | Stable method of poor ground |
| CN106284386A (en) * | 2016-10-21 | 2017-01-04 | 中国地质科学院探矿工艺研究所 | Carbon fiber reinforced lattice beam structure and method |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62107113A (en) * | 1985-10-31 | 1987-05-18 | Raito Kogyo Kk | Slope face protection works and structure therefor |
| JPS62253820A (en) * | 1986-04-25 | 1987-11-05 | Kensetsu Kiso Eng Kk | Stabilization work of slope |
| JPS63156120A (en) * | 1986-12-17 | 1988-06-29 | Raito Kogyo Kk | Cast-in-place frame construction method |
-
1989
- 1989-02-14 JP JP1035805A patent/JPH02213521A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62107113A (en) * | 1985-10-31 | 1987-05-18 | Raito Kogyo Kk | Slope face protection works and structure therefor |
| JPS62253820A (en) * | 1986-04-25 | 1987-11-05 | Kensetsu Kiso Eng Kk | Stabilization work of slope |
| JPS63156120A (en) * | 1986-12-17 | 1988-06-29 | Raito Kogyo Kk | Cast-in-place frame construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100503725B1 (en) * | 2002-10-10 | 2005-07-26 | 피티엘산업(주) | Stable method of poor ground |
| CN106284386A (en) * | 2016-10-21 | 2017-01-04 | 中国地质科学院探矿工艺研究所 | Carbon fiber reinforced lattice beam structure and method |
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