JP2000120073A - Wooden slope protection body - Google Patents

Wooden slope protection body

Info

Publication number
JP2000120073A
JP2000120073A JP10293665A JP29366598A JP2000120073A JP 2000120073 A JP2000120073 A JP 2000120073A JP 10293665 A JP10293665 A JP 10293665A JP 29366598 A JP29366598 A JP 29366598A JP 2000120073 A JP2000120073 A JP 2000120073A
Authority
JP
Japan
Prior art keywords
slope
anchor
protection body
fixed
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.)
Pending
Application number
JP10293665A
Other languages
Japanese (ja)
Inventor
Kiyoshi Kamiyama
清 神山
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10293665A priority Critical patent/JP2000120073A/en
Publication of JP2000120073A publication Critical patent/JP2000120073A/en
Pending legal-status Critical Current

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Landscapes

  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

PROBLEM TO BE SOLVED: To construct a slope protection body capable of harmonizing environment with an ecosystem by making use of wood. SOLUTION: A plurality of logs 11 are used as a panel unit 1, the panel unit 1 is set in the shape of a fence and is fixed to a fixed pile 2, and an anchor 3 is driven into a slope to connect to the fixed pile 2 to prevent the collapse of a slope protection body. By the constitution, the external appearance of the slope protection body of wood can be efficiently constructed, it blends with nature, at the same time, animals, etc., can also live, and the natural-type protection body without destroying an ecosystem can be obtained.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、間伐材などの丸太
材を利用した環境や景観を考慮した斜面保護体に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope protection body using logs such as thinned wood in consideration of environment and landscape.

【従来の技術】[Prior art]

【0002】土砂の崩壊防止工法には、コンクリートの
現場打で土留壁を構築する工法、コンクリートブロック
を用いる工法、石積み工法などがある。従来、構造的強
度、経済性あるいは施工性のみが強調され、景観や、親
しみ易さ、さらには生態系に与える影響は考慮されなか
った。
[0002] Methods for preventing the collapse of earth and sand include a method of constructing an earth retaining wall by casting concrete in place, a method of using a concrete block, and a masonry method. Conventionally, only structural strength, economy, or ease of construction has been emphasized, and the impact on the landscape, friendliness, and ecosystem has not been considered.

【0003】更に、中小河川の堤防は、経済的な面か
ら、コンクリートブロック張りが多く採用されている。
農業用水路あるいは生活関連の給排水用の小規模水路で
は、コンクリート板による柵板工やU字ブロックを使用
するのが一般的である。
[0003] In addition, concrete blocks are often used for embankments of small and medium-sized rivers in terms of economy.
In agricultural waterways or small-scale waterways for water supply and drainage related to living, it is common to use fences made of concrete plates or U-shaped blocks.

【0004】従来工法は、構造物の自然環境における位
置づけが無視され、人工的で無機質な景観となってい
た。土留壁や河川の護岸、及び水路をより自然に近い材
料で人にも動植物にもやさしい工法を開発普及すること
により、多種多様の昆虫や小魚が棲息できる多自然型の
構造物が望まれている。
In the conventional construction method, the position of the structure in the natural environment has been neglected, resulting in an artificial and inorganic landscape. By developing and disseminating construction methods for earth retaining walls and river revetments, and waterways that are more natural and friendly to humans and animals and plants, multi-natural structures that can inhabit a wide variety of insects and small fish are desired. ing.

【0005】[0005]

【発明が解決しようとする課題】また、杉、桧の間抜材
が多量に発生しているが、間抜材は建築材としては価値
が低く、別用途の開拓が摸索されている。本発明者は、
間抜材を土木工事に利用すべく自然のものである間抜材
の丸太を活用する木製の土留構造物を研究開発してき
た。
In addition, a large amount of cedar and cypress blanks are generated, but the blanks are low in value as building materials, and cultivation for other uses is being sought. The inventor has
We have researched and developed a wooden retaining structure that uses natural logs to make use of these materials for civil engineering.

【0006】環境の保護と調和を図ることのできる木材
を利用し、施工の簡単な斜面安定保護体や土留壁体を提
供することが本発明の課題である。
[0006] It is an object of the present invention to provide a slope stabilizing protection body and a retaining wall body which are made of wood which can be protected and harmonized with the environment and which can be easily constructed.

【0007】[0007]

【課題を解決するための手段】工場において複数本の丸
太材を並べて固定してパネルユニットを作成しておき、
現場でこのパネルユニットを積み上げて柵状体とし、固
定杭に連結して固定し、この柵状体を背面に打設したア
ンカーに連結して構造物として安定化した斜面安定保護
体を得るものである。また、間隔をあけてパネルユニッ
トを積み上げ設置して柵状体とし、パネルユニット同士
の間隔部に木製アンカー杭を打設し、アンカー杭を固定
杭に固定することで土砂崩れなどを防止する斜面安定保
護体を得るのである。丸太材をパネルユニットに構成す
るにあたり、腐食防止のためステンレスボルトを使用す
る。
A panel unit is prepared by arranging and fixing a plurality of logs in a factory,
This panel unit is piled up at the site to form a fence, connected to a fixed pile and fixed, and this fence is connected to an anchor cast on the back to obtain a stabilized slope protection body as a structure It is. Slope stabilization to prevent landslides by stacking and installing panel units at intervals to form a fence-like body, placing wooden anchor piles in the gaps between panel units, and fixing the anchor piles to fixed piles You get the protection. When constructing the log material into the panel unit, stainless steel bolts are used to prevent corrosion.

【0008】[0008]

【作用】丸太材を工場でパネルとしてユニット化してい
るので、現場での施工を効率的におこなうことができ
る。斜面保護体を構成するパネルユニット、固定杭、ア
ンカー杭の全てが木材であり、間伐材の用途が拡大され
ると共に、露出面が全て木材であるので、景観的に自然
に溶け込み、人工的な感じを余り与えることがない。大
きな土圧の作用個所では、アンカーが柵状体の転倒を防
止する。
[Function] Since logs are unitized as panels in a factory, construction on site can be performed efficiently. All the panel units, fixed piles and anchor piles that make up the slope protector are made of wood, and the use of thinning materials is expanded, and the exposed surfaces are all made of wood. It doesn't give too much feeling. In places of high earth pressure, the anchors prevent the bar from tipping over.

【0009】[0009]

【発明の実施の形態】本発明の実施例を図面に基づいて
説明する。図1は本発明の斜面保護体の実施例の断面図
である。また、図2は正面図であり、図3はパネルユニ
ットの断面図である。
Embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a sectional view of an embodiment of the slope protection body of the present invention. FIG. 2 is a front view, and FIG. 3 is a sectional view of a panel unit.

【0010】1はパネルユニットであり、標準的な大き
さは、取り扱いの便を考え、30×300(cm)であ
る。3本の直径約15cmの丸太材11をその上下面を
切削して平面として重ね合わせ、上下に貫通する穴12
を設けてステンレスボルト13とナット14で緊結して
丸太材のパネルとした。パネルを構成する丸太材11の
直径は、10〜20cmのものを使用する。
Reference numeral 1 denotes a panel unit, which has a standard size of 30 × 300 (cm) in consideration of handling convenience. Three logs 15 each having a diameter of about 15 cm are cut into upper and lower surfaces to be overlapped as a flat surface, and holes 12 penetrating vertically are formed.
And a stainless steel bolt 13 and a nut 14 were used to form a log panel. The diameter of the log 11 constituting the panel is 10 to 20 cm.

【0011】固定杭2は、同じく間伐材を利用し、直径
10〜20cm、長さ250cm程度のものであり、先
端が尖らせてある。ボルト13は、図3に示すように、
パネルを構成する丸太材11を貫通して連結し、そのボ
ルト13に螺合するナット14で固定されている。アン
カー3は地中に打ち込んで引き抜き抵抗力によって、斜
面保護体の崩壊を防ぐものであり、打設型の支線アンカ
ーを使用するのが施工効率上好ましい。
The fixed pile 2 is also made of thinned wood and has a diameter of about 10 to 20 cm and a length of about 250 cm, and has a sharpened tip. The bolt 13 is, as shown in FIG.
It is connected through a log 11 constituting a panel, and is fixed by a nut 14 screwed to a bolt 13. The anchor 3 is driven into the ground to prevent collapse of the slope protection body due to pull-out resistance, and it is preferable to use a cast-in type branch anchor in terms of construction efficiency.

【0012】施工手順を説明する。斜面に対して3メー
トル程度の間隔で支線アンカー3を打設しておき、支線
アンカー3の取付部を斜面より露出させておく。固定杭
2を垂直に1.5メートルの間隔で地中に打ち込む。次
にパネルユニット1を順に積み重ね柵状体とし、固定杭
2にボルトで固定する。アンカーの取付部をパネルユニ
ット1または固定杭2に設けた金具に固定するか、パネ
ルユニット1及び固定杭2を貫通させて前面側で固定す
る。支線アンカー3のターンバックル4でアンカーに緊
張力を与え、斜面保護体を固定する。パネルユニット1
と斜面の間に裏込め土を充填し斜面保護体を完成させ
る。
The construction procedure will be described. The branch anchors 3 are cast at intervals of about 3 meters with respect to the slope, and the mounting portions of the branch anchors 3 are exposed from the slope. The fixed pile 2 is vertically driven into the ground at an interval of 1.5 meters. Next, the panel units 1 are sequentially stacked to form a fence-like body, and are fixed to the fixing pile 2 with bolts. The anchoring portion of the anchor is fixed to a metal fitting provided on the panel unit 1 or the fixed pile 2, or is fixed on the front side by penetrating the panel unit 1 and the fixed pile 2. A tension is applied to the anchor by the turnbuckle 4 of the branch anchor 3 to fix the slope protection body. Panel unit 1
Fill the backfill between the slope and the slope to complete the slope protection body.

【0013】第2実施例を図4、図5及び図7に基づい
て説明する。まず、固定杭2を1.5メートル間隔に斜
面に沿って地中に打ち込む。工場で製作した第1段目の
パネルユニット1を固定杭2と斜面の間に設置し、固定
杭2にボルトで固定する。第1段目のパネルユニット1
の上側に木製のアンカー杭3を斜面に打設する。アンカ
ー杭3の頭部が固定杭2より数センチメートル突出する
状態まで打ち込み、アンカー杭3を固定杭2にボルトで
固定する。アンカー杭3の先端に抵抗体を設けて引き抜
き抵抗力を増大させる。
A second embodiment will be described with reference to FIGS. 4, 5 and 7. First, the fixed pile 2 is driven into the ground at an interval of 1.5 meters along the slope. The first-stage panel unit 1 manufactured in the factory is installed between the fixed pile 2 and the slope, and is fixed to the fixed pile 2 with bolts. First stage panel unit 1
A wooden anchor pile 3 is cast on the slope on the upper side. The anchor pile 3 is driven until the head of the anchor pile 3 protrudes from the fixed pile 2 by several centimeters, and the anchor pile 3 is fixed to the fixed pile 2 with bolts. A resistor is provided at the tip of the anchor pile 3 to increase the pull-out resistance.

【0014】アンカー杭3の上側に第2段目のパネルユ
ニット1を設置し、固定杭2にボルトで固定する。した
がって、パネルユニットの間には、アンカー杭3の直径
と等しい間隙が形成される。この作業を繰り返し複数段
のパネルユニット1を固定杭2に固定して、必要高さの
斜面保護体を組み立てる。
The second-stage panel unit 1 is installed above the anchor pile 3 and fixed to the fixed pile 2 with bolts. Therefore, a gap equal to the diameter of the anchor pile 3 is formed between the panel units. This operation is repeated to fix the plurality of panel units 1 to the fixed stakes 2 to assemble the slope protection body having a required height.

【0015】[0015]

【発明の効果】本発明の斜面保護体は、環境の保護と調
和を図ることのできる木材を利用して、効率良く強度も
十分ある、木製斜面保護体を構築することができ、景観
的にはより自然に近いものとなる。
According to the slope protection body of the present invention, a wooden slope protection body having sufficient strength can be constructed efficiently and sufficiently using wood, which can achieve environmental protection and harmony. Is more natural.

【図面の簡単な説明】[Brief description of the drawings]

【図1】木製斜面保護体の断面図。FIG. 1 is a sectional view of a wooden slope protector.

【図2】木製斜面保護体の正面図。FIG. 2 is a front view of a wooden slope protector.

【図3】パネルユニットの断面図。FIG. 3 is a cross-sectional view of the panel unit.

【図4】第2実施例の断面図。FIG. 4 is a sectional view of a second embodiment.

【図5】第2実施例の正面図。FIG. 5 is a front view of the second embodiment.

【図6】斜面保護体の斜視図。FIG. 6 is a perspective view of a slope protection body.

【図7】第2実施例の斜視図。FIG. 7 is a perspective view of a second embodiment.

【符号の説明】[Explanation of symbols]

1…パネルユニット 11…丸太材 12…貫通穴 13…ボルト 2…固定杭 3…アンカー(支線アンカー、アンカー杭) DESCRIPTION OF SYMBOLS 1 ... Panel unit 11 ... Log material 12 ... Through hole 13 ... Bolt 2 ... Fixed pile 3 ... Anchor (branch anchor, anchor pile)

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】丸太材からなるパネルユニットを複数段積
み上げた柵状体と、長手方向に間隔をあけて設置され、
柵状体と連結された固定杭と、斜面に設置され、柵状
体、または、固定杭に連結されたアンカーからなる木製
斜面保護体。
1. A fence-like body in which a plurality of panel units made of log materials are stacked, and are installed at intervals in a longitudinal direction,
A wooden slope protector consisting of a fixed pile connected to a fence and an anchor installed on the slope and connected to the fence or fixed pile.
【請求項2】丸太材からなるパネルユニットが間隔をあ
けて複数段積み上げられた柵状体と、長手方向に間隔を
あけて設置され、柵状体と連結された固定杭と、パネル
ユニットの間から斜面に打ち込まれたアンカー杭からな
る木製斜面保護体。
2. A fence-like body in which a plurality of panel units made of log materials are stacked at intervals, a fixed pile installed at intervals in the longitudinal direction and connected to the fence-like body, Wooden slope protection body consisting of anchor piles driven into the slope from the middle.
【請求項3】請求項1または2において、丸太材をステ
ンレスボルトで一体化してユニットパネルとした木製斜
面保護体。
3. The wooden slope protector according to claim 1, wherein the log material is integrated with stainless steel bolts to form a unit panel.
【請求項4】請求項1〜3のいずれかにおいて、ユニッ
トパネルは丸太材を半割にしたものである木製斜面保護
体。
4. A wooden slope protector according to claim 1, wherein the unit panel is a half log.
【請求項5】請求項1において、アンカーが支線アンカ
ーである木製斜面保護体。
5. The wooden slope protector according to claim 1, wherein the anchor is a branch anchor.
JP10293665A 1998-10-15 1998-10-15 Wooden slope protection body Pending JP2000120073A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10293665A JP2000120073A (en) 1998-10-15 1998-10-15 Wooden slope protection body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10293665A JP2000120073A (en) 1998-10-15 1998-10-15 Wooden slope protection body

Publications (1)

Publication Number Publication Date
JP2000120073A true JP2000120073A (en) 2000-04-25

Family

ID=17797674

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10293665A Pending JP2000120073A (en) 1998-10-15 1998-10-15 Wooden slope protection body

Country Status (1)

Country Link
JP (1) JP2000120073A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010150903A (en) * 2008-11-18 2010-07-08 Mitsui Kagaku Sanshi Kk Reinforced soil wall structure and reinforced soil wall construction method using the same
CN110453701A (en) * 2019-08-29 2019-11-15 贵州大学 A kind of anchorage pile slope retaining and ecological management system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010150903A (en) * 2008-11-18 2010-07-08 Mitsui Kagaku Sanshi Kk Reinforced soil wall structure and reinforced soil wall construction method using the same
CN110453701A (en) * 2019-08-29 2019-11-15 贵州大学 A kind of anchorage pile slope retaining and ecological management system

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