JPS6316535B2 - - Google Patents
Info
- Publication number
- JPS6316535B2 JPS6316535B2 JP54157917A JP15791779A JPS6316535B2 JP S6316535 B2 JPS6316535 B2 JP S6316535B2 JP 54157917 A JP54157917 A JP 54157917A JP 15791779 A JP15791779 A JP 15791779A JP S6316535 B2 JPS6316535 B2 JP S6316535B2
- Authority
- JP
- Japan
- Prior art keywords
- support
- earth
- horizontal part
- connection
- construction
- 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
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Retaining Walls (AREA)
Description
【発明の詳細な説明】
本発明は法面安定のため、従来工法の石積土留
工、PNC板積土留工、コンクリートブロツク積
土留工及びコンクリート擁壁に替わるものとして
軽量鋼材をプレハブ化したものを組立、法面安定
並びに流路工に使用するものである。[Detailed Description of the Invention] The present invention provides prefabricated lightweight steel materials as an alternative to conventional construction methods such as stone masonry earth retaining works, PNC board masonry earth retaining works, concrete block masonry earth retaining works, and concrete retaining walls in order to stabilize slopes. It is used for assembly, slope stabilization, and channel construction.
壁面部は支柱材1と継材3を交叉又は、平行状
に取付け、背面裏込部分8を土砂又はソイルセメ
ントなどを埋め構造物と一体化させる。又は金網
5と植生6を張付ける替わりに土のうを使用し、
構造体に積上げる。 For the wall surface part, the strut material 1 and the joint material 3 are attached in an intersecting or parallel manner, and the back filling part 8 is integrated with the structure by filling with earth and sand or soil cement. Or use sandbags instead of pasting wire mesh 5 and vegetation 6,
Stack into a structure.
支柱材1は構造体を安定させるために構築する
ための仰角度を背面土圧に対応し使用する。 The support struts 1 are constructed using an elevation angle corresponding to the back earth pressure in order to stabilize the structure.
支柱材1の一部を地盤に打込み土砂又はソイル
セメントなどを埋め突固め固定するので、アンカ
ー杭及びプレート板の目的を達し、引抜き抵抗を
うるから摩擦力の期待ができない粘性土でも使用
できる。 Since a part of the support material 1 is driven into the ground and filled with earth and sand or soil cement, etc. and tamped and fixed, the purpose of the anchor pile and the plate is achieved, and since it provides pull-out resistance, it can be used even in clay soil where frictional force cannot be expected.
構造体は軽量であり埋土と一体化しており、土
砂の重量と殆ど変らないから地盤支持力が少なく
てもすむ。又支柱材1、支保材2、継ぎ材3、ボ
ルト7、鋼杭4などのプレハブ部材が組合わされ
てできている構造であるため、地盤が軟弱で不同
沈下を生じても構体が自在変化するため応力集中
を生じにくくひび割れをおこすことがない。 The structure is lightweight and integrated with the buried soil, so it has almost the same weight as the earth and sand, so it requires less ground support. In addition, since the structure is made up of prefabricated members such as struts 1, supporting materials 2, joint materials 3, bolts 7, and steel piles 4, the structure can change freely even if the ground is soft and uneven settlement occurs. Therefore, stress concentration is less likely to occur and cracks do not occur.
継ぎ材3は一定の間隔に孔をあけ水平方向に連
結する場合、障害物がある場合は長さの調整がで
きる。又施工現地の地形に応じ、変形させて施工
も可能である。法面安定構造体は、全て工場生産
されたプレハブ部材でできるため、施工か簡単で
工期が短縮され、熟練工を必要とせず省力化で
き、しかも安全作業ができる。 The length of the joint material 3 can be adjusted if there is an obstacle when connecting horizontally by making holes at regular intervals. It is also possible to transform the structure according to the topography of the construction site. Because the slope stabilization structure is made entirely of prefabricated parts produced in factories, it is easy to construct, shortening the construction period, and does not require skilled workers, which saves labor and allows for safe work.
鋼材の耐蝕性をよくするため、錆止め塗装、メ
ツキ塗装ができる。壁面部は亜鉛引金網5で網目
の小さいものを使用することによつて、土砂を留
止し、かつ透水性が大きいので背面滞水による水
圧を軽減する。又金網5による植生6の活着を容
易にする。 To improve the corrosion resistance of steel materials, anti-rust coating and plating can be applied. By using a zinc wire mesh 5 with a small mesh for the wall surface part, earth and sand are retained and the water permeability is high, so water pressure due to stagnant water on the back side is reduced. It also facilitates the attachment of vegetation 6 by the wire mesh 5.
軽量プレハブ部材であるため施工地に応じた大
きさの構造体をつくることができるので、自動車
などで運搬できない箇所でも人肩運搬することが
できるので、山地の崩壊地の復旧や災害地の応急
復旧残土処理などの工事に適している。 Since it is a lightweight prefabricated member, it is possible to create a structure of a size appropriate to the construction site, so it can be transported on people's shoulders even in places that cannot be transported by car etc., so it can be used for restoration of collapsed areas in mountains and emergency relief in disaster areas. Suitable for construction work such as restoration waste disposal.
基礎面が岩盤で鋼杭4の打込みできない箇所は
必要な深さに削孔し、プレート板10をアンカー
ボルト11で固定し、プレート板10の上に型鋼
支柱材1をボルト7で固定する。この場合はパツ
キン用鋼管12を使用し、アンカーボルト11と
一緒に打込むとよい。 In places where the foundation surface is rock and the steel piles 4 cannot be driven, holes are drilled to the required depth, a plate plate 10 is fixed with anchor bolts 11, and a shaped steel support material 1 is fixed on the plate plate 10 with bolts 7. In this case, it is preferable to use the steel pipe 12 for packing and drive it together with the anchor bolt 11.
従来の石積土留工、PNC板積土留工、コンク
リートブロツク積土留工、コンクリート擁壁土留
工などは、使用する資材が重く、自動車などで運
搬できない施工地への持運びが困難で施工にあた
つては高度な技術が要求され、コンクリートを使
用する場合は気象条件に制約される。資材の品質
管理や構造物の施工管理に手数がかかり、構造物
の安定条件を満たすためには構造物自体の重量や
断面で背面土圧に対応させ、地盤が軟弱な場合は
不同沈下や背面土圧による不同変化が起り構造物
が破損するなどの欠点がある。本発明はプレハブ
化した軽量鋼材の各部材をボルトで接合し構造物
を組立てるもので熟練工を必要としなく、施工は
簡単で土圧に対しては荷重を広く分散することが
できて、地盤変動にもなじみ地盤支持力の少ない
ところでも施工ができる。部材は小部材で軽量の
ため道路状況の不利な施工地、急傾斜地の工事に
も持運びが容易であり現地に応じた施工(曲線)
ができて土工量も過大にならない。部材はすべて
工場生産されたものであり、完全な品質管理がさ
れたものである。簡易構造物であるので施工管理
も容易である。気象条件に制約されることなく従
来の石積土留工、PNC板積土留工、コンクリー
トブロツク積土留工、コンクリート擁壁土留工な
どの欠点は解決される。 Conventional stone masonry earth retaining works, PNC board masonry earth retaining works, concrete block masonry earth retaining works, concrete retaining wall earth retaining works, etc., use heavy materials and are difficult to transport to construction sites that cannot be transported by car etc. This requires advanced technology, and the use of concrete is constrained by weather conditions. Quality control of materials and construction management of structures are time-consuming, and in order to satisfy the stability conditions of the structure, the weight and cross section of the structure itself must correspond to back earth pressure, and if the ground is soft, uneven settlement or rear There are disadvantages such as uneven changes due to earth pressure and damage to the structure. The present invention involves assembling a structure by joining each member of prefabricated lightweight steel materials with bolts, and does not require skilled workers.It is easy to construct, and the load can be widely distributed against earth pressure. It is compatible with the ground and can be constructed even in areas with low ground bearing capacity. The components are small and lightweight, making them easy to carry even in construction sites with unfavorable road conditions or steep slopes, making it suitable for construction (curves) depending on the site.
The amount of earthwork will not become excessive. All parts are factory produced and subject to complete quality control. Since it is a simple structure, construction management is easy. The disadvantages of conventional stone masonry earth retaining works, PNC board masonry earth retaining works, concrete block masonry earth retaining works, concrete retaining wall earth retaining works, etc. are solved without being restricted by weather conditions.
支柱材1として、L、C、H型鋼を選択使用で
きる。 As the strut material 1, L, C, and H type steel can be selectively used.
第1図aは本発明の法止構造体の断面図を示
し、bは構造体の正面図を示しており、cは構造
体の基礎部平面図を示すものであつて、dは構造
体の正面組立を示し、eは平面組立を示す、又
f、g、i、j、k、l、m、nに示す図は、法
止工法並びに流路工として、a、b、cに示す同
様の効果を得ることを示した応用工法の図面であ
る。第2図a〜gまでは各部材と組立た時の詳細
を示した図面である。
1…支柱、2…支保材、3…継材、4…鋼杭、
5…金網、6…植生、7…ボールト、8…土砂、
9…裏込礫、10…プレート板、11…アンカー
ボルト、12…パツキン用鋼管、13…苗木。
Figure 1a shows a cross-sectional view of the legal structure of the present invention, b shows a front view of the structure, c shows a plan view of the base of the structure, and d shows the structure. The figures shown in f, g, i, j, k, l, m, and n are shown in a, b, and c as a stop construction method and channel construction. This is a drawing of an applied construction method showing that similar effects can be obtained. FIGS. 2a to 2g are drawings showing details of each member when assembled. 1... Strut, 2... Shoring material, 3... Joint material, 4... Steel pile,
5...wire mesh, 6...vegetation, 7...vault, 8...earth and sand,
9...Backing gravel, 10...Plate board, 11...Anchor bolt, 12...Steel pipe for packing, 13...Sapling.
Claims (1)
柱1を設け、該水平部の未端部を下方に垂下させ
て形成した、係止部を該支柱と一体に設け、該支
柱の水平部の末端部付近には上下方向連結用の連
結穴を設け、該支柱には水平方向に接続するため
の連結孔を複数個設け、該支柱を複数個地盤上に
設置し、これらの支柱1を継材3で水平および垂
直方向に連結し、更に、支保材2、鋼杭4で固定
し、支柱の水平部の底面にはプレート板10を取
り付け、支柱の背面裏込部分に土砂、ソイルセメ
ントなどの充填材を埋めて壁面構造体として一体
化させることを特徴とする法面安定工法。1. A support 1 with an acute angle formed between a horizontal part and an inclined part is provided, and a locking part formed by hanging the end of the horizontal part downward is provided integrally with the support, and the horizontal part of the support is A connection hole for vertical connection is provided near the end of the section, a plurality of connection holes are provided for horizontal connection in the support, a plurality of the support are installed on the ground, and these support 1 are connected horizontally and vertically with splicing material 3, and further fixed with shoring material 2 and steel piles 4. A plate plate 10 is attached to the bottom of the horizontal part of the pillar, and earth and sand, soil are attached to the back side of the pillar. A slope stabilization method characterized by filling the wall with filler such as cement and integrating it into a wall structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15791779A JPS5681725A (en) | 1979-12-04 | 1979-12-04 | Slope stabilizing method and slope stabilizing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15791779A JPS5681725A (en) | 1979-12-04 | 1979-12-04 | Slope stabilizing method and slope stabilizing structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5681725A JPS5681725A (en) | 1981-07-04 |
| JPS6316535B2 true JPS6316535B2 (en) | 1988-04-09 |
Family
ID=15660274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15791779A Granted JPS5681725A (en) | 1979-12-04 | 1979-12-04 | Slope stabilizing method and slope stabilizing structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5681725A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5956249U (en) * | 1982-10-04 | 1984-04-12 | 佐々木 保江 | Earth retaining structure for slope stabilization |
| JP5319880B2 (en) * | 2006-11-02 | 2013-10-16 | 東京インキ株式会社 | Retaining wall |
| USD908926S1 (en) | 2019-01-18 | 2021-01-26 | King Saud University | Construction block |
| US10480149B1 (en) | 2019-01-24 | 2019-11-19 | King Saud University | System for constructing a retaining wall |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4984008A (en) * | 1972-12-20 | 1974-08-13 | ||
| JPS5336568U (en) * | 1976-09-03 | 1978-03-31 |
-
1979
- 1979-12-04 JP JP15791779A patent/JPS5681725A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5681725A (en) | 1981-07-04 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4290246A (en) | Multi-purpose precast concrete panels, and methods of constructing concrete structures employing the same | |
| AU2014237379B2 (en) | Precast concrete retaining wall | |
| US20160326769A1 (en) | Lightweight concrete or masonry fence system without concrete footings | |
| CN102444142A (en) | Group pile column-changing expansion basement and construction method thereof | |
| US10676890B2 (en) | Retaining wall system, method of supporting same, and kit for use in constructing same | |
| GB2102866A (en) | Constructing retaining walls | |
| JPH0547685B2 (en) | ||
| EP0079887B1 (en) | Multi-purpose precast concrete panels, and methods of constructing concrete structures employing the same | |
| JPS6316535B2 (en) | ||
| JP3107716B2 (en) | Soil retaining wall | |
| CN222758947U (en) | Light supporting and retaining structure suitable for rocky high-steep slope roadbed | |
| CN1027387C (en) | Method for supporting side wall of deep foundation pit | |
| JPS62260919A (en) | Small pile for reinforcing foundation ground to earthquake | |
| KR100842076B1 (en) | Plywood type reverse wood environment wood block plywood supported by back ground reaction and construction method | |
| JP2559394Y2 (en) | Rock anchored octopus foot anchor foundation | |
| JP3244324B2 (en) | Mountain retaining method | |
| JP7735014B1 (en) | Construction methods and buildings | |
| CN216428327U (en) | Slope protection reinforced concrete structure | |
| JPH116165A (en) | Retaining wall construction and its construction method | |
| JPH0790863A (en) | Retaining wall for embankment | |
| JP7248481B2 (en) | deep foundation structure | |
| JPH09125405A (en) | Deep foundation for inclined tower leg | |
| JP4195215B2 (en) | Mountain retaining method and foundation construction method | |
| JPS6016535B2 (en) | How to form retaining walls and underground walls | |
| JPS6043495B2 (en) | How to build a retaining wall |