TW200932998A - Method of forming retaining wall for water and soil conservation and retaining plates - Google Patents

Method of forming retaining wall for water and soil conservation and retaining plates

Info

Publication number
TW200932998A
TW200932998A TW097102745A TW97102745A TW200932998A TW 200932998 A TW200932998 A TW 200932998A TW 097102745 A TW097102745 A TW 097102745A TW 97102745 A TW97102745 A TW 97102745A TW 200932998 A TW200932998 A TW 200932998A
Authority
TW
Taiwan
Prior art keywords
soil
slope protection
retaining
water conservation
substrate
Prior art date
Application number
TW097102745A
Other languages
Chinese (zh)
Inventor
Ke-Jian Yu
Original Assignee
Ke-Jian Yu
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 Ke-Jian Yu filed Critical Ke-Jian Yu
Priority to TW097102745A priority Critical patent/TW200932998A/en
Priority to US12/202,441 priority patent/US20090191009A1/en
Publication of TW200932998A publication Critical patent/TW200932998A/en
Priority to US13/241,213 priority patent/US8579552B2/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/0225Retaining or protecting walls comprising retention means in the backfill
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/02Retaining or protecting walls
    • E02D29/025Retaining or protecting walls made up of similar modular elements stacked without mortar

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  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Retaining Walls (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

This invention relates to a method of forming a retaining wall for water and soil conservation and a retaining plate. A plurality of retaining bases is vertically and horizontally stacked, and each of the retaining bases has a plurality of inner protrusions alternatively disposed at the inner side thereof. The protrusions of the lower retaining base of the stacked retaining bases grab the soil and rock at the bottom of the slope so as to form a stable retaining arrangement and method for the soil and rock of a hillside slope.

Description

200932998 九、發明說明: . 【發明所屬之技術領域】 本發明係關於一種水土保持護坡方法以及護坡板,尤指—種 對於坡地土石形成防護之設置與方法。 【先前技術】 台灣地區山多平原少,尤其地形陡峭,使得暴雨來臨時,極200932998 IX. INSTRUCTIONS: [Technical Field] The present invention relates to a soil and water conservation slope protection method and a slope protection board, and more particularly to a setting and method for the formation of soil and rock protection on a slope. [Prior Art] There are few mountains in the Taiwan area, especially the steep terrain, which makes the rain come.

容易夾帶山坡之土石漫流’且由於山高溪短,使得土石缺乏緩衝 與延滯,因此必須藉由森林與植物來蘊含水分以及對於土壌形成 抓著。而在多起土石流動、山勢變形而引起之生態以及災害後, 水土保持(Soil and water c〇n贿ati〇n,簡稱為歸蝴〇n形 成重要之生態維護之課題。 夕 為防止前所述之災害,水土保持之工作必須憑藉多管齊下, 例如廣覆植披之鼓勵以及防止濫墾濫伐等雜手段,對於山林進 行「治本性」之維護,但是就防止立即性之災害,則必須憑藉「二 標性」之防護坡地土石流人道路、居住之平地,耻可以在轉 之公路發現料駐牆,#由擋土騎於地基不穩之坡地土石, 進行消極性之防堵。 進—錄日續職狀_土石功,主要是在山坡地之山 土二2腳部等鄰接陡坡之區域,製作擋土牆作為_,以防止 頃洛。絲—般之擋土牆設置,主要係藉由_片狀之播土於 t设於山坡地斜出之部分 回 盥口 1⑽从之H麟單薄而缺乏 a 石間之強力抓著’因此往往豪雨成災之時,甚至發生擋 200932998 • 土牆被坡地土石推翻並且連同土石一同傾落。 【發明内容】 有鑑於先前技術之問題,本發明者基於研發之動機,認應有一 種得以改善之方法與構造。 而本發明解決先前問題所使用之技術手段,係設計一種水土保 持護坡綠以及魏板,刺賴絲土基板相·成上下與左右 之堆疊,且各個單元擋土基板對於内侧面設有複數相間之内側突 體,且位於下方之單元擋土基板,其内侧突體對於斜出之坡地土石 成抓著,藉以對山坡之坡地土石形成一較為穩固之擋土設置與方 法。 【實施方式】 以下透過圖式之輔助,說明本發明之構造、内容以及實施例, 俾使貴審查人員對於本發明有更進一步之了解。 Ο 首先先就製作一種水土保持護坡板提出說明,請參閱第一圖 所示,該護坡板(1)之構造而言,包括: -擋土基板(1 1) ’織土基板(1 1)可以為錢土製成各個 單元體,設有滲水孔(1 1 〇),可以容許坡地下雨,容許雨水渗流, 又該擋土基«1 1)之侧邊設有一缺槽Q 1 1},可以容許如第二 圖所示,與其他相同之擋土基板(1 1)併合時,令各缺槽(1工 合併為一渗水孔。又該擋土基板(1 υ之内、外兩側面分9別設有複 數相間之内侧突體(1 1 2⑽及外織體(1 i 3)。本發明之該内 6 200932998 ••側突體a i 2)可以為軟性材質,例如局部之廢棄輪胎於擋土基板 (1 1)混凝土細過程插人,岭待混凝土乾_即形成—體。本 發明可以單-各健成,施卫地點相在工_以模組型態製作 完成後,再運至山坡現場。 〜 本剌之餅體(1 i 3mx為雜㈣,例如局部之廢 棄輪胎於擋土基板α υ混凝土成型過程插入,而等待混凝土乾固 後即形成一體。 ❹ g本發明之内側突體(1 1 2),或是外側突體(1 i 3)均可以設 有%孔(1 1 4),該環孔(1 1 4)可以為廢棄輪胎所具有之局部弧 槽’與該擋土基板(1 1)併合時所界定出。也可以單獨由一個完整 的廢棄輪胎構成,而該環孔(1工4)在内側突體(1工2)之功能主 要係提供容許-個如第三_第五圖不同方向之視騎示,提供 樁柱(1 2)插&’然後將該樁柱(1 2)插設於坡地,以對坡地形 成強固之樁設。❿外側突體(1工3)則可以提供山路之侧邊防護, 緩衝行車不慎時之撞擊,使本發明更可以兼為一種道路安全護 ◎擔。且外側突體(1 i 3)之環孔(1工4)可以利用栽植盆景、盆栽 或者其他花草等植物,形成一個造景效果無近自然生態之佈置。 請參閱第四圖與第六圖可看出本發明所形成之效果,由於第 四圖之内側穴體(1 1 2)由於具有突出之雜,因此可以對於斜出 之坡地土石(較下部之坡地土石)⑵成抓著,而第六圖醜示,當 發生坍方時,該水土保持護坡板(1)對於坡地土石(2)可以形成一 個強固之防護。 睛參閱第七圖所示,並配合第一圖之理解構件,就方法而言, 200932998 ' 本發明係關於一種水土保持護坡方法,其方法之具體實施為: A、利用複數單元之擋土基板QJJ相互形成上下與左右之堆 疊;可以形成一個較大之擋土以及護坡效果。本發明之各個 單元之擋土基板(1 1),該擋土基板(1 1)可以為混凝土製 成,設有滲水孔(1 1 〇),可以容許坡地下雨’容許雨水滲 流而形成一個排水效果’又該擋土基板Q 1)之侧邊設有一 缺槽(1 1 1),可以容許如第二圖所示,與其他相同之擋土 〇 基板(11)併合時,令各缺槽(111)合併為一滲水孔。又該 擋土基板(1 1)之内、外兩側面分別設有複數相間之内側突 體(1 1 2)以及外側突體(1 1 3)。本發明之該内侧突體(1 1 2)可以為軟性材質,例如局部之廢棄輪胎於擋土基板(工 1)混凝土成型過程插入,而等待混凝土乾固後即形成一體。 本發明之該外侧突體(1 i 3)可以為軟性材質,例如局部之 廢棄輪胎於擋土基板(1 1)混凝土成型過程插入,而等待混 凝土乾固後即形成一體。 〇 B、各個單TL擋土基板(1 1)分別於内、外兩側面分別設有複數 相間之内侧突體(1 1 2)以及外側突體(1 i 3);本發明之内 侧突體(1 1 2),或是外侧突體(1 i 3)均可以設有環孔(1 1 4) ’該環孔(1 1 4)可以為廢棄輪胎所具有之局部狐槽, 與該擋土基板(1 1)併合時所界定出。也可以單獨由一個完 整的廢棄輪胎構成,而該環孔(1 i 4)在内侧突體(1工2) 之功能主要係提供容許—個如第三嶋第五圖不同方向之視 圖所示’提供-樁柱(1 2)插設。然後_樁柱(1 2)插設於 200932998 坡地,以對坡地形成強固之樁設。而外側突體(1 1 3)則可 以提供山路之侧邊防護,緩衝行車不慎時之撞擊使本發明 更可以兼為一種道路安全護擋。 C位於下方之單讀土基板(1 1),其棚突體i 對於斜 出之坡地土石(2)形成抓著。請配合參閱第四圖與第六圖可 看出本發明所形成之效果,由於第四圖之内侧突體(1 1 2) 由於具有突出之雜,因此可以對於斜出之坡地土石(較下部 之坡地土石)(2)成抓著,而第六圖則顯示 ,當發生坍方時, 該水土保持護坡板(1)對於坡地土石(2)可以形成一個強固 之防護。 綜上所述’本發明具備實用效果,且未見於刊物或公開使用, 符合專利要件’纽法提出專利申請。 惟,上述所陳,為本發明產業上較佳實施例舉凡依本發明 申明專利範圍所作之均等變化,皆屬本發明中請專利賴之列。 200932998 【圖式簡單說明】 ' 第一圖係本發明之單元護坡板立體圖 第二圖係本發明之單元護坡板併組之立體示意圖 第三圖係本發明插設樁柱狀態之立體示意圖 第四圖係本發明組設於坡地土石之示意圖 第五圖係本發明插設樁柱狀態之平面示意圖 第六圖係本發明之效果示意圖 ❹ 第七圖係本發明方法之流程圖 【主要元件符號說明】 (1) :護坡板 (1 1):擋土基板 (1 1 0):滲水孔 (1 1 1):缺槽 q (11 2):内側突體 (1 1 3):外側突體 (1 1 4):環孔 (1 2):樁柱 (2) :坡地土石It is easy to entrain the rocky flow of the slopes and the lack of cushioning and stagnation of the earth and stone due to the short height of the mountain, so it is necessary to use the forest and plants to absorb water and form a grip on the soil. After many earth and stone flows, the ecology caused by mountain deformation and disasters, soil and water conservation (Soil and water c〇n bribe ati〇n, referred to as returning to 〇n form an important ecological maintenance issue. In the case of the disasters, the work of soil and water conservation must rely on multi-pronged measures, such as the encouragement of broad-covering and the prevention of deforestation, and the maintenance of the “rule of nature” of the forest, but the prevention of immediate disasters. It is necessary to rely on the "two standard" protection slopes and earth and stone to flow people's roads and living flats. The shame can be found on the turning road. ###################################################################### Into the record of the continuation of the _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Mainly by the _ sheet-like broadcast in the part of the hillside slope obliquely out of the mouth of the mouth 1 (10) from the H Lin thin and lack of a strong grip between the stone 'so often rainy when the disaster, or even happen Block 200932998 • Earth wall is The sloping earth and stone is overturned and falls together with the earth and stone. SUMMARY OF THE INVENTION In view of the problems of the prior art, the inventors have recognized a method and structure for improvement based on the motivation of research and development. The invention solves the problem of the prior problem. The method is to design a soil and water conservation slope green and a Wei board, and the substrate of the slaked silk soil is stacked up and down and left and right, and each unit retaining substrate has a plurality of inner side protrusions on the inner side surface, and the unit located below The retaining substrate has an inner protruding body for grasping the sloped earth and stone, thereby forming a relatively stable retaining arrangement and method for the rocky soil on the slope of the hillside. [Embodiment] The following description is provided to assist the invention. The construction, the contents, and the examples will enable the reviewer to have a better understanding of the present invention. Ο First, a description will be made on the production of a soil and water conservation slope protection board. Please refer to the first figure for the construction of the slope protection board (1). Including: - retaining substrate (1 1) 'textured substrate (1 1) can be made of money soil for each unit body, with water seepage (1 1 〇), it is allowed to allow rain on the slope, allowing rainwater to seep, and the side of the retaining soil «1 1) is provided with a missing groove Q 1 1}, which can be allowed to be the same as the other as shown in the second figure. When the retaining substrate (1 1) is merged, each of the missing slots is combined into a water seepage hole. The retaining substrate (the inner and outer sides of the inner and outer sides of the 1 υ are provided with a plurality of inner side protrusions (1) 1 2 (10) and outer woven body (1 i 3). The inner 6 of the present invention 200932998 •• side protrusion body ai 2) may be a soft material, such as a partial waste tire on the retaining substrate (1 1) concrete fine process insertion The ridge is to be dry concrete _ that is formed into a body. The invention can be single----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- i 3mx is miscellaneous (4). For example, the partial waste tire is inserted in the concrete substrate α υ concrete forming process, and waits for the concrete to dry and form an integral body. ❹ g The inner protrusion (1 1 2) or the outer protrusion (1 i 3) of the present invention may be provided with a % hole (1 1 4), which may be a waste tire The partial arc groove 'is defined when it merges with the retaining substrate (1 1). It can also be composed of a complete waste tire alone, and the function of the ring hole (1 work 4) in the inner protrusion (1 work 2) mainly provides the allowable - a different direction of the third-fifth figure , the pile (1 2) is inserted & ' and then the pile (12) is inserted on the slope to form a strong pile on the slope. The lateral protrusion (1 work 3) can provide the side protection of the mountain road, and buffer the impact when the vehicle is inadvertently, so that the invention can also be used as a road safety protection. And the ring hole (1 work 4) of the lateral protrusion (1 i 3) can be used to plant plants such as bonsai, potted plants or other flowers and plants to form a landscaping effect without near-natural ecology. Please refer to the fourth and sixth figures to see the effect formed by the present invention. Since the inner cavity (1 1 2) of the fourth figure has a protruding impurity, it can be used for the obliquely sloped earth and stone (lower The sloping earth and stone) (2) is caught, and the sixth figure shows that when the squatting occurs, the soil and water conservation slope protection board (1) can form a strong protection for the sloping earth and stone (2). Referring to the seventh figure, and in conjunction with the understanding of the components of the first figure, in terms of method, 200932998 ' The present invention relates to a soil and water conservation slope protection method, and the specific implementation thereof is as follows: A. A retaining substrate using a plurality of units QJJ forms a stack of upper and lower and left and right sides; it can form a larger retaining and slope protection effect. The soil retaining substrate (1 1) of each unit of the present invention, the retaining substrate (11) can be made of concrete, and is provided with a water seepage hole (1 1 〇), which can allow the slope underground rain to allow rainwater seepage to form a The drainage effect 'and the side of the retaining substrate Q 1) is provided with a notch (1 1 1), which can be allowed to be combined with other identical retaining slabs (11) as shown in the second figure. The grooves (111) merge into a water seepage hole. Further, the inner and outer sides of the retaining substrate (11) are provided with a plurality of inner side protrusions (1 1 2) and outer side protrusions (1 1 3). The inner protrusion (1 1 2) of the present invention may be a soft material, for example, a part of the waste tire is inserted in the concrete forming process of the retaining substrate (work 1), and is formed integrally after waiting for the concrete to dry. The outer protrusion (1 i 3) of the present invention may be of a soft material, for example, a partial waste tire is inserted into the concrete substrate during the concrete forming process, and is formed integrally after waiting for the concrete to dry. 〇B, each single TL retaining substrate (1 1) is provided with a plurality of inner side protrusions (1 1 2) and outer side protrusions (1 i 3) on the inner and outer sides, respectively; the inner protrusion of the present invention (1 1 2), or the outer protrusion (1 i 3) may be provided with a ring hole (1 1 4) 'The ring hole (1 1 4) may be a local fox groove of the waste tire, and the block The soil substrate (1 1) is defined when it is combined. It can also be composed of a complete waste tire alone, and the function of the ring hole (1 i 4) in the inner protrusion (1 work 2) is mainly to provide a tolerance as shown in the third direction and the fifth view in different directions. 'Provided - pile (1 2) inserted. Then the pile (1 2) is inserted on the slope of 200932998 to form a strong pile on the slope. The outer protrusion (1 1 3) can provide side protection of the mountain road, and the impact of the accidental driving when the vehicle is inadvertently makes the invention more suitable as a road safety guard. C is located on the single-slide substrate (1 1) below, and the shed body i forms a grip on the sloped soil (2). Please refer to the fourth and sixth figures to see the effect formed by the present invention. Since the inner protrusion (1 1 2) of the fourth figure has a prominent impurity, it can be used for the sloped soil (lower) The sloping earth and stone) (2) is caught, while the sixth figure shows that when the squatting occurs, the soil and water conservation sloping slab (1) can form a strong protection for the sloping earth and stone (2). In summary, the present invention has practical effects, and is not found in publications or publicly used, and is in compliance with patent requirements. However, the above-mentioned embodiments are the preferred embodiments of the present invention, and the equivalent variations of the scope of the invention according to the present invention are all claimed in the present invention. 200932998 [Simplified illustration of the drawings] 'The first figure is a perspective view of the unit slope protection plate of the present invention. The second figure is a perspective view of the unit slope protection plate of the present invention. The third figure is a perspective view of the state of the inserted pile column of the present invention. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 5 is a schematic plan view showing the state of the inserted pile column of the present invention. FIG. 6 is a flow chart of the present invention. FIG. 7 is a flow chart of the method of the present invention. 】 (1): sloping plate (1 1): retaining plate (1 1 0): seepage hole (1 1 1): vacant groove q (11 2): medial protrusion (1 1 3): lateral protrusion ( 1 1 4): Ring hole (1 2): Pile (2): Slope earth and stone

Claims (1)

200932998 十、申請專利範圍: 1、 一種水土保持護坡方法’包括係利用複數單元擋土基板相 互形成堆疊’且各個單元擋土基板於内侧面分別設有複數 相間之内側突體’且位於堆疊下方之單元檔土基板,其内 侧突體對於斜出之坡地土石形成抓著。 2、 如申請專利範圍第1項所述之水土保持護坡方法,各個單 元擋土基板分別於外側面更設有外侧突體。 3、 如申請專利範圍第1項所述之水土保持護坡方法,其特徵 在於該内側突體為軟性材質所製成。 4、 如申請專利範圍第2項所述之水土保持護坡方法,其特徵 在於該外侧突體為軟性材質所製成。 5、 如申請專利範圍第i項所述之水土保持護坡方法,其特徵 在於該單元擋土基板設有滲水孔。 6如申專利範圍第1項所述之水土保持護坡方法,其特徵 在於該單70擋土基板之侧邊設有一缺槽,兩單元擋土基板 於併合時,纖贿其他單域土練之㈣,組合為一 渗水孔。 7、 如中料機圍第1項所述水土鱗護坡方法,其特徵在 於該單元擋土基板之_铺具有—觀,且透過一捲柱 穿伸該環孔以對坡地土石形成樁設之固持。 8、 一種水土保持護坡板,包括: 200932998 - —擒土基板’該擋土基板之_面設有複數相間之内側突 . 體。 9、 如中請專利範圍第8項所述之-種水土保持護坡板,該撞 土基板之外侧面更設有複數相間之外侧突體。 10、 如申請專利細第8項所述之水土保持護坡板,其雛 在於該内侧突體為軟性材質所製成。 1 1、如中請專利範圍第9項所述之水均持護坡板,其特徵 〇 在於該外侧突體為軟性材質所製成。 12、如申請專利範圍第8項所述之水土保持護坡板,其特徵 在於該擋土基板設有滲水孔。 1 3、如申請專利範圍第8項所述之水土保持護坡板,其特徵 在於該單元檔土基板之侧邊設有一缺槽。 14、如申請專利範圍第8項所述之水土保持護坡板,其特徵 在於該擋土基板之内側突體具有一環孔。 ◎ 12200932998 X. Patent application scope: 1. A soil and water conservation slope protection method includes: forming a stack by using a plurality of unit retaining substrates, and each of the unit retaining substrates is provided with a plurality of inner side protrusions on the inner side and located under the stack The unitized soil substrate, the inner protrusion of which forms a grip on the sloped earth and stone. 2. For the soil and water conservation slope protection method described in the first paragraph of the patent application, each of the unit retaining substrates is further provided with an outer protrusion on the outer side. 3. The soil and water conservation slope protection method according to the first aspect of the patent application, characterized in that the inner protrusion is made of a soft material. 4. The soil and water conservation slope protection method according to item 2 of the patent application, characterized in that the outer protrusion is made of a soft material. 5. The soil and water conservation slope protection method according to item i of the patent application, characterized in that the soil retaining substrate of the unit is provided with a water seepage hole. [6] The soil and water conservation slope protection method according to the first aspect of the patent application, characterized in that the side of the single 70 retaining substrate is provided with a missing slot, and when the two unit retaining substrates are combined, the other ones of the single domain are practiced. (4), combined into a water seepage hole. 7. The water-soil scale slope protection method according to Item 1 of the medium-feeding machine, characterized in that the slab of the retaining substrate of the unit has a view, and the ring hole is penetrated through a roll column to form a pile for the rock and soil on the slope. Hold. 8. A soil and water conservation slope protection board comprising: 200932998 - - an alumina substrate - the surface of the soil substrate is provided with a plurality of inner side protrusions. 9. A soil and water conservation slope protection board as described in item 8 of the patent scope, wherein the outer side of the collision soil substrate is further provided with a plurality of interphase protrusions. 10. The soil and water conservation slope protection board according to the application of the patent item 8 is in that the inner protrusion is made of a soft material. 1 1. The water-maintaining slope board according to item 9 of the patent scope is characterized in that the outer protrusion is made of a soft material. 12. The soil and water conservation slope protection board according to item 8 of the patent application, characterized in that the soil retaining substrate is provided with a water seepage hole. 1 . The soil and water conservation slope protection board according to Item 8 of the patent application, characterized in that a side groove of the unit soil substrate is provided with a missing groove. 14. The soil and water conservation slope protection panel of claim 8, wherein the inner protrusion of the retaining substrate has a ring hole. ◎ 12
TW097102745A 2008-01-24 2008-01-24 Method of forming retaining wall for water and soil conservation and retaining plates TW200932998A (en)

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TW097102745A TW200932998A (en) 2008-01-24 2008-01-24 Method of forming retaining wall for water and soil conservation and retaining plates
US12/202,441 US20090191009A1 (en) 2008-01-24 2008-09-02 Water and soil conservation method and a retaining wall for performing the same
US13/241,213 US8579552B2 (en) 2008-01-24 2011-09-23 Ecological board and its applications

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