TWM276059U - Assembled box type retaining wall - Google Patents

Assembled box type retaining wall Download PDF

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Publication number
TWM276059U
TWM276059U TW94200904U TW94200904U TWM276059U TW M276059 U TWM276059 U TW M276059U TW 94200904 U TW94200904 U TW 94200904U TW 94200904 U TW94200904 U TW 94200904U TW M276059 U TWM276059 U TW M276059U
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Taiwan
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item
wall
frame
box
retaining wall
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TW94200904U
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Chinese (zh)
Inventor
Yu-Luen Peng
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Yu-Luen Peng
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Priority to TW94200904U priority Critical patent/TWM276059U/en
Publication of TWM276059U publication Critical patent/TWM276059U/en

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Description

M276059 八、新型說明: 【新型所屬之技術領域】 本創作為-種擔土牆的技術領域,尤其指一種採預先在工廠 製作成複數侧型框體的構件,再於現場快速組裝施作的結構。 【先前技術】 『擒土牆』或稱為『駁坎』’為土木工程的—種,應用範圍如 開路之上方的擋土、路基防塌陷的·、整地時增加面積之補強、 或者防河収紐...料。往常傳舰工猶,是錢 大面制挖土方後,打好地基,使賴板綁好鋼筋再灌製水泥, 耗費工時’成本也高(厚度至少計公細上),若施工技術不良, 恐再塌陷,而人員須於擋土牆_與後方土坡之間從事模板细鄉 或拆卸的卫作,若發生崩侧性命堪憂。另外施工期較長,需至 少-週以上(因水泥硬化至少需七天),如紅韻難大甚至需 數月’在一些重要且需趕工之擔场施作,例如賴後搶修道路... 等w成不少的困擾’若是要在雨中搶修,更是困難或不可行。 因此本創脚設計-觀式賴土·構,配合更方便的施工方 式’即可克服上述缺失’雌土牆工程而言,既快速品質又好, 更能降低成本。 ' 【新型内容】 本創作之主要目的為提供—種組合式箱㈣土牆,主要是將 M276059 撞土牆現場之混凝土卫程移至工廠巾進行,即紅針按預定規· 格、品質完祕㈣鋪錢土製成_迦體,魏工時再載 運至擔土牆施作現場’財機械快速堆疊組裝完成所須之播土牆 外型。 回 運用本創作之組合式箱贿场,其具有下順項具體的功 效: •卜施讀場不需再等待水關化_間,如此能縮虹時甚多; 2、 現場的開挖面積較傳統少,施工方便安全性更高; 3、 預先於工廠作成的箱型框體,品質及強度較容易獲得較佳的控 制,可以減少傳統施工時現場不易監工所發生之偷工減料弊端; 4、 可於本_之排水减加錢水設計,增加耻牆之安全性, 品質更好; 鲁 5、在惡劣環境或工時緊迫的狀態下,本創作之擋土牆能輕鬆達到 所須之要求; 6、就施工廠商而言,工期縮短,品質及安全提昇,並能大幅降低 營建成本。 為達上述之目的,本創作之擋土牆是由複數個箱型的框體相 互堆疊及並列組合而成,在兩兩相鄰之上下框架之間内部設有複 數個連接件連接於内部所設之扣環處,另外於兩兩左右相鄰的框 架侧壁設有複數個鎖固件貫穿於侧壁所設之連接孔,而將緊鄰的 6 M276059M276059 8. Description of the new model: [Technical field to which the new model belongs] This creation is a technical field of earth-bearing walls, in particular, a component made of multiple side-shaped frames made in advance in a factory and then quickly assembled on site. structure. [Previous technology] "Earth-catch wall" or "barge" is a kind of civil engineering, and its application scope is such as retaining the soil above the open road, preventing the roadbed from collapsing, increasing the area during land preparation, or strengthening the river. Close the button ... It is often said that the warrior is Qian Damian, who excavated the earth and laid the foundation so that the slabs are tied with steel bars and then poured into cement, which consumes man-hours and the cost is also high (at least in thickness). If the construction technology is not good, I am afraid that it will collapse again, and personnel must engage in formwork or demolition guarding work between the retaining wall and the rear soil slope. In addition, the construction period is longer and requires at least -weeks (at least seven days due to cement hardening). If the red rhyme is difficult to grow, it may even take several months. Wait until w becomes a lot of trouble. If it is necessary to repair in the rain, it is more difficult or not feasible. Therefore, the original foot design-viewing style depends on the soil and the structure, and the more convenient construction method can be used to overcome the above-mentioned shortcomings. For the female earth wall project, both the quality is fast and the cost is reduced. '[New content] The main purpose of this creation is to provide a kind of combined box concrete earth wall, which is mainly to move the concrete guard of M276059 against the earth wall site to the factory towel, that is, the red needle is in accordance with the predetermined specifications, quality and quality. Secret paving is made of money, and it is transported to the earth-bearing wall for the construction of the earthwork wall. The combined box bribe field using this creation has the following specific effects: • The Pu Shi reading field does not need to wait for the water gate to turn around, so that it can reduce the rainbow; 2. The excavation area on the site Less than traditional, convenient construction and higher safety; 3. The box-shaped frame made in advance in the factory is easier to obtain better quality and strength control, which can reduce the disadvantages of cutting corners and cutting materials that are not easy to be monitored by the site during traditional construction; 4. It can be used in the design of drainage and reduction of money and water to increase the safety of the shame wall and better quality. Lu 5. In the harsh environment or the state of urgent working hours, the retaining wall of this creation can easily meet the required requirements. ; 6. As far as construction companies are concerned, the construction period is shortened, quality and safety are improved, and construction costs can be greatly reduced. In order to achieve the above purpose, the retaining wall of this creation is formed by stacking a plurality of box-shaped frames on top of each other and combining them side by side, and a plurality of connecting members are arranged between two adjacent upper and lower frames to connect to the interior. At the buckle, there are a plurality of locks on the side walls of the two adjacent frames, which pass through the connection holes provided in the side walls, and the adjacent 6 M276059

的擋土牆結構。 安全性佳、工期短 手、,、田〜程及技術内容,本創作 以求審查委員清楚了解本創 為使審查委員清楚了解本創作之詳細流 人將配合以下之圖式及詳細之解說,以求与 作之精神所在: 【實施方式】 如第一、 -、-、二®所示,為本創倾合式難耻牆之示意 圖,該播土牆是由複數個似箱型的框體工相互堆疊及緊鄰並列組 合而成,相鄰之框體上下之間是由複數個連接件2所固定,左右 之間則由數鎖固件3所_,藉此形成-大面積的擋土牆。 如第一、二圖所示,該箱型框體丄形狀為長方型立體的中空 狀,結構是由鋼筋構成主體形狀再以混凝土模造而成,但其結構 的強度可視設置位·不同作調整,例如位置處於播土牆最下層 的框體處’其厚度較厚及使用更多之鋼筋。反之位於最上層者, 則可使之厚度較薄或使職少的鋼筋。該框體丨頂端設有尺寸較 小且突出的結合端1 i,而於内部底緣設有相同尺寸内縮的結合 槽12,使上下兩兩框體能快速、準確地依序堆疊在一起。而於 框體1中空結構的上下内緣各設有數個凹槽丄3,該凹槽丄3内 設有扣環14,該扣環14可用鋼筋於最初製造時預留而成,或 M276059 =在事後以焊接方式形成之,該扣4—方關於吊運或組裝 日寸重機械的吊鈎,另—方面用於堆㈣以連接件2固定上下之框 體。該框體1於左右_壁處設有貫穿的數連接孔i 5,在本實 施中各設有四個,用以使鎖固件3將緊鄰的框體鎖固。另外該= 體1側壁設有橫向貫穿的排水孔16 〇 人 % 如第三圖所示’在本實施例中,該連接件2為-具有雙鈎的 鬆緊器,組裝時是將上下之鈎件2工扣於上下框體工之扣環工4 處’再以工具旋緊之’即可固定緊鄰之框體的位置。另外該連接 件也可改為兩端具有鈎狀的鋼筋(如第三圖左側之連接件^ ^, 組料略釣於上下框體i之扣環工4處,再將鈎狀鋼筋彎曲纏繞 於^環14處’並以電焊加以谭接結合。換言之,該連接件2並 非單-結構或物件,只要能連接固定於兩扣環之構件,皆可作為 • 本創作之連接件。另外在施工時最後如果能以水泥將凹槽i 3封 住’使連接件封密其巾,_健也可增加強度。 該鎖固件3在本實施中為包含—鍍辞的螺桿3〗、塾片3 2 及累^ 3 3 (圖中僅以一組示意),組裝置時該螺桿3 1是貫穿緊 鄰=兩框體1側壁的連接孔15,配合螺帽3 3及墊片3 2將之 固定,該螺桿及螺帽的結構強度須能抵擋土方含水時之鬆動的推 力。但該鎖固件3的結構也並非僅限螺桿或螺帽此種方式,任何 能將緊鄰之框體固定的構件,亦可作為本創作之鎖固件。 M276059 整體撞土牆的施工料及步料:預先職出及整平出撐土 牆所須之基地(可深人地輯t距離),由於採組合朗挖^較 小’之後依序將下層之數個框體1並列排,相鄰之框體並以數鎖 固件3加以結合固定,另外亦可以黏著劑塗佈於f鄰框體工之接 觸面’或者將先前卩號之鬆土回填雜m内壓實,增加整體之 強度,之後再將上層的框體2堆疊上知再以數連接件2將上下 緊鄰的框體1連接m定,也可以黏著劑接合補強,細填土石, 之後依序並卿疊,即可形m牆的_ (如第-圖所示), 最後再將财最頂㈣σΑ細之連接孔丨5城凝土完全密 封’以防止外物或水進入内部,如此即成為一擔土牆。 該框體1主要形狀為長方型立體的中空狀,但也可製作成下 寛上窄的梯型,如第四圖之框體1 a,主要是因應擔土牆上方所 承受的推力遠小於最下層位置,故使上層尺寸縮小,強度減小, 以節省材料成本,並形成一下寛上窄的牆土牆形狀。如第五圖所 不,如果擋土牆須具備一傾斜角度時,在最初形成基地時,即具 有一角度a,之後依序堆疊後,亦可使其具有一傾斜角度,以配 合山坡地之地型形成所須之擋土牆形狀。 另外該框體也可製作成前寬後窄的梯型,主要目的是形成具 有彎度的擋土牆,如第六圖所示,先利用數框體1b排列成具弧 形的曲面,配合數個特殊形狀的結合片5、Θ,插置於框體1、 M276059 1b之間或相鄰之框體丄b之間的空隙處,之後利用數鎖固们 之螺杯31貝牙其孔5工(或孔6 2)而將各構件結合固定,即 可形成外張或_式具彎度的擋场。該數結合片5、6存在的 的是為了減J製作過多不同尺寸的框體,以本實施例而言, 僅f 一尺寸的_,配合長方型的框斷可形侧弧狀,而不須 製造太多不同尺寸之梯型的框體,競商生產時較為容易,庫儲 成本較低。 擔土牆施工是否足_固安全,首先為施工時深人地面下之 地基要穩土雜方之土方若有树需錄速翻,不要造成 土方液化’形成強大推力,即回糖料最好伽能濾水之砂石, 不要使用會液化之U。_摘作之方法,開挖之鬆土可回填 至相内壓緊之,而擋土牆向山坡之钟很少,如果全採良好滤材 U用里也不夕’較符合經濟成本。若採傳統現地施工模板 灌衆方式,該空·大’回填材料將要好,若全採用砂石,成 本將^若採肚方,遽林良時,將造餘力,健土牆不安 全或崩塌。如先前所述,該框體1設有橫向貫穿的排水孔工6, 如七圖所示可於後方的人口處加7,該盒體丄了内可 放置適當_水材!_ 8,魏讀i 8可為單_闕具有水孔遽 材’也可衫狀預鑄含水孔之騎。藉域、水材將含水之土方 過;慮’使水由上而下落在盒體17内,經排水孔丄6由框體前方 排出。另外如人圖所示’該框體i亦可設有由上而下貫穿的導水 M276059 孔19 ’該導水孔!9並與該排水孔丄6相連通。藉此在組成一 大面積的擋土牆時’可將上層部份框體工之排水孔丄6前方封 閉,後方土坡含水量過多時,水可由排水孔工6、導水孔工9由 下層之排水孔1 6排出,使播土牆前絲面較為美觀。 如第九11示,為本創作組合式箱賴土牆之框體的再另一實 鲁 關的立體圖’主要是在該框體1的側邊設有-内凹呈錐狀縱向 的卡槽71 ’組裝時兩兩相鄰之框體工之間則利用相對應之卡槽 7 1形成-特殊形㈣空間,其可_兩種方式將之結合固定: 如圖所不,第-種是细—立體兩側突出的補7 2,在組裝時 由上而下放人其中,母—插梢的重量為—人可拿起的範圍,長度 並不限制’可在兩框體對合後即放置一支,或者也可在組合^ 之後再放置-支較長的_。第二種方式是採直郷人混凝土的 籲 方式’可在兩兩框體緊鄰對合後在兩卡槽71所成的空間内先放 -些鋼肋,鋼祕突出於框體之上,之後再將混凝土灌入,即可 將兩框體固定’之後依序堆疊施工,即可形成所須之播土牆。 再者’利用此結構時’可與原本所使用之鎖固件3 一起使用, 也可僅使时槽或鋪的方式。如此卿成之擋土料是由複數 個似箱型的框體1相互堆疊及㈣並列組合而成,相鄰之框體上 下之間是由複數個連接件2所固定,左右之間則由數個對合之卡 槽内置適當©定物缝著_定之,即是_誠是混凝土固定 11 M276059 之,藉此形成一大面積的擋土牆。 “合以上所述’本創作之組合式箱型擋土牆,綱在工廠先 將主體結構之箱型框體製作而成,到施工現場僅作小賴的整地 兀成地基後’即可快速地將數鋪堆疊並列職—大面牆的擔土 牆,快速方便邱度符合要求,大幅驗之卫時及成本,再 者林鱗度或錄度賴场皆製作完成,符合山坡地多 變且地形都不―樣之特色,因此符合產業糊之價值及專利申請 之要件。 以上所述者,僅為本創作之較佳實施例而已,並非用來限定 本創作實施例之細。即凡依本創作申請專利翻所作的均等變 化及修飾,皆為本創作之專利範圍所涵蓋。 【圖式簡單說明】 第一圖為本創作組裝完成之擋土牆的示意圖; 第二圖為本創作之單一箱型框體的結構示意圖; 第三圖為本創作相鄰框體之剖面組裝示意圖; 第四圖為本創作另一實施例的播土牆立體圖; 第五圖為本創作一種具有傾斜角度的擋土牆示意圖; 第六為為本創作一種具有彎曲弧度的擋土牆示意圖; 第七圖為本創作之箱型框體設有濾水材之結構示意圖; 12 M276059 第八圖為本創作擋土牆之排水孔及導水孔之分佈方式的示意圖; 第九圖為本創作之框體的另一實施例圖。 【主要元件符號說明】 1框體 1 1結合端 1 2結合槽 1 3凹槽 1 4扣環 1 5連接孔 1 6排水孔 1 7盒體 1 8濾水材 1 9導水孔 2 連接件 2 1鈎件 2 a連接件 3 鎖固件 3 1螺桿 3 2墊片 3 3螺帽 5 結合片 5 1孔 6 結合片 6 1孔 7 1卡槽 7 2插梢 13Retaining wall structure. The safety is good, the construction period is short, and the field and process are technical content. This creation is for the review members to understand clearly. To make the review members understand the details of the creation, the detailed circulation will cooperate with the following diagrams and detailed explanations. The spirit of seeking and making lies in: [Embodiment] As shown in the first,-,-, two ®, this is a schematic diagram of the original tilting shameless wall, which is made of a plurality of box-like frames They are stacked on top of each other and next to each other. The upper and lower sides of adjacent frames are fixed by a plurality of connectors 2. The left and right sides are fixed by a number of fasteners 3, thereby forming a large-area retaining wall. . As shown in the first and second figures, the box-shaped frame 丄 is a rectangular solid three-dimensional hollow shape. The structure is made of steel and the main shape is molded by concrete. However, the strength of the structure can be set according to different settings. Adjustments, such as the location of the bottom frame of the sowing wall, are thicker and use more steel. Conversely, those who are located at the top can make the bar thinner or less reinforced. The upper end of the frame body is provided with a smaller and protruding joint end 1 i, and the inner bottom edge is provided with a contraction groove 12 of the same size, so that the upper and lower frames can be stacked together in a fast and accurate order. A plurality of grooves 丄 3 are provided on the upper and lower inner edges of the hollow structure of the frame 1, respectively. A buckle 14 is provided in the groove 扣 3. The buckle 14 can be reserved by using steel bars at the time of initial manufacture, or M276059 = Formed afterwards by welding, the buckle 4—a hook for lifting or assembling a day-inch heavy machinery—is otherwise used for stacking and fixing the upper and lower frames with the connecting member 2. The frame body 1 is provided with a plurality of through-holes i 5 at the left and right walls, and in the present embodiment, four connection holes i 5 are provided for the locking member 3 to lock the adjacent frame body. In addition, the side wall of the body 1 is provided with a drainage hole that penetrates laterally through 160%. As shown in the third figure, 'in this embodiment, the connecting member 2 is a tensioner with double hooks, and the upper and lower hook members are assembled during assembly. The 2 workers buckle at the upper and lower frame workers at 4 buckle rings, and then “tighten it with the tool” to fix the position of the adjacent frame. In addition, the connecting piece can also be changed to have hook-shaped steel bars at both ends (such as the connecting piece ^ ^ on the left side of the third picture), and the material is slightly caught at the buckle 4 of the upper and lower frame i, and the hook-shaped steel bar is bent and wound. At ^ 环 14 ', it is combined with electric welding. In other words, the connector 2 is not a single-structure or object, as long as it can connect the components fixed to the two buckles, it can be used as the connector of this creation. At the end of the construction, if the groove i 3 can be sealed with cement, so that the connector seals the towel, it can also increase the strength. In this implementation, the locking member 3 is a screw 3 including a plated word and a cymbal. 3 2 and tired ^ 3 3 (only one group is shown in the figure). When the device is assembled, the screw 31 is a connection hole 15 that runs through the side wall of the two frames 1 and is matched with the nut 3 3 and the washer 3 2. For fixing, the structural strength of the screw and nut must be able to withstand the loose thrust when the earth contains water. However, the structure of the locking member 3 is not limited to the screw or nut, and any member that can fix the immediate frame It can also be used as a lock for this creation. M276059 The bases required for the work and leveling out of the supporting wall (can be deeply edited t distance), because the mining combination is dug and excavated ^ Small ', the lower frames 1 are arranged side by side in order, and the adjacent frames The body is combined and fixed with a number of fasteners 3. In addition, it can also be coated with an adhesive on the contact surface of the adjacent frame body 'or compacted in the m with the previously loose soil, increasing the overall strength, and then The upper frame 2 is stacked, and then the upper and lower frames 1 are connected to each other with a number of connecting members 2. You can also use adhesives to reinforce and thinly fill the stone, and then stack them in order to form an m wall. _ (As shown in Figure-), and finally seal the top connection hole σσ thin connection hole 丨 5 city condensate completely sealed to prevent foreign objects or water from entering the interior, so it becomes a load of soil wall. The frame 1 The main shape is a rectangular solid three-dimensional hollow shape, but it can also be made into a narrow ladder on the lower chin, as shown in the frame 1 a of the fourth figure, mainly because the thrust on the earth wall is much smaller than the lowest floor. Position, so the size of the upper layer is reduced, and the strength is reduced to save material costs and form a narrow top The shape of the earth wall. As shown in the fifth figure, if the retaining wall must have an inclined angle, it will have an angle a when the base is initially formed, and it can also have an inclined angle after being sequentially stacked. According to the shape of the hillside, the required retaining wall shape can be formed. In addition, the frame can also be made into a ladder with a wide front and a narrow rear. The main purpose is to form a retaining wall with a curvature. As shown in the sixth figure, first The frame 1b is arranged into an arc-shaped curved surface, and a plurality of special-shaped binding pieces 5, Θ are inserted into the space between the frame 1, M276059 1b or the adjacent frame 丄 b. After that, the screw cup 31 shells of the screw cups are used to fix the various components by fixing 5 holes (or holes 6 2) to form a flared or curved block. The number combination pieces 5, 6 Existing is to reduce J to make too many frames of different sizes. In this embodiment, only _ with a size f, combined with the rectangular frame can be shaped side arc, without having to make too many different sizes The ladder-shaped frame is easier for competitors to produce, and the storage cost is lower. Is the construction of the earth-bearing wall adequate? __________ Safety, first of all, the foundation under the ground should be stabilized during construction. The earth and other earth should be stabilized. If there is a tree, the recording speed must be turned over. Do not cause the earth to liquefy. Don't use U that liquefies sands that can filter water. _Extracting method, the excavated loose soil can be backfilled and compacted in-phase, and the retaining wall has few bells to the hillside. If all the good filter material is used, it will be more economical. If the traditional on-site construction template is used to fill the crowd, the empty and large 'backfilling materials will be better. If all sand and gravel are used, the cost will be ^ If the belly is used, when the forest is good, it will make extra effort, and the healthy soil wall will be unsafe or collapse. . As mentioned earlier, the frame 1 is provided with drainage holes 6 that pass through laterally. As shown in the figure 7, you can add 7 to the population at the rear. The box can be placed inside and can be placed appropriately_ 水 材! _ 8, Wei Read i 8 can be a single _ 阙 material with water holes' or can ride a shirt with water holes. The soil and water are used to pass the water-containing earthwork; the water is dropped into the box 17 from above, and is discharged from the front of the frame through the drainage hole 丄 6. In addition, as shown in the figure, the frame i can also be provided with a water-conducting M276059 hole 19 that runs from top to bottom. The water-conducting hole! 9 is in communication with the drainage hole 丄 6. In this way, when forming a large-area retaining wall, the drainage holes 丄 6 of the upper part of the framework can be closed in the front. When the water content of the rear soil slope is too much, the water can be drained from the drainage holeworkers 6 and 9 The drainage holes 16 are discharged to make the silk surface in front of the sowing wall more beautiful. As shown in the ninth eleventh, this is another solid perspective perspective of the frame of the creative combination box that depends on the earth wall. It is mainly provided on the side of the frame 1-a recessed cone-shaped longitudinal slot. 71 'When assembling, two adjacent frame members are formed with corresponding card slots 7 1-a special shape space, which can be combined and fixed in two ways: as shown in the figure, the first type is The thin-three-dimensional two-sided supplementary 7 2 is placed from top to bottom during assembly. The weight of the female-pin is the range that can be picked up by the person, and the length is not limited. Place one branch, or you can place-branch longer _ after combining ^. The second method is to call straight concrete. 'You can put some steel ribs in the space formed by the two card slots 71 immediately after the two and two frames are in close contact. The steel secrets protrude above the frame. After that, the concrete is poured in, and the two frames can be fixed, and then stacked sequentially to form the required sowing wall. In addition, when using this structure, it can be used together with the original locking device 3, or it can only be used as a time slot or paving. In this way, the retaining material is composed of a plurality of box-like frames 1 stacked on top of each other and side by side. The upper and lower sides of adjacent frames are fixed by a plurality of connecting members 2. Several mating slots are built in with appropriate fixings, fixed, fixed, that is, since it is concrete fixed 11 M276059, thereby forming a large area of retaining walls. "In accordance with the above-mentioned 'combined box-type retaining wall of this creation, Gang first made the box-type frame of the main structure in the factory, and after the construction site, only Xiaolai's site preparation and formation of the foundation' can quickly The ground will be stacked and laid side by side—a large-walled supporting wall, which is quick and easy to meet the requirements of Qiu degree, and greatly checks the time and cost. Moreover, the forest scale or record is made by the field, which is in line with the changing slopes. And the terrain is not the same, so it meets the value of industrial paste and the requirements of patent application. The above are only the preferred embodiments of this creation, and are not used to limit the details of this creative embodiment. The equal changes and modifications made according to the patent application for this creation are covered by the patent scope of this creation. [Simplified illustration of the drawing] The first picture is a schematic diagram of the retaining wall assembled by the creation; the second picture is the creation The schematic diagram of the structure of a single box frame; the third diagram is a cross-sectional assembly diagram of the adjacent frame of the creation; the fourth diagram is a perspective view of the soil-casting wall of another embodiment of the creation; the fifth diagram is a creation with a tilt angle The sixth diagram is a schematic diagram of a retaining wall with a curved arc for this creation. The seventh diagram is a schematic diagram of the box-shaped frame with water filtering materials for the creation. 12 M276059 The eighth diagram is this creation. Schematic diagram of the distribution of drainage holes and water guide holes in retaining walls; The ninth picture is another embodiment of the frame of the creation. [Explanation of Symbols of Main Components] 1 Frame 1 1 Connection End 1 2 Connection Slot 1 3 Groove 1 4 Buckle 1 5 Connection hole 1 6 Drain hole 1 7 Box body 1 8 Water filter 1 9 Water guide hole 2 Connection piece 2 1 Hook piece 2 a Connection piece 3 Locking member 3 1 Screw 3 2 Gasket 3 3 Nut 5 Joint piece 5 1 hole 6 Joint piece 6 1 hole 7 1 card slot 7 2 pin 13

Claims (1)

M276059 九、申請專利範圍·· 1、 一種組合式箱型擋土牆 ,包括有: 後數個箱型的框體,相互堆疊及並列組合而成-大面積的擔土 牆; ' 魏個連接件’兩端分別連接於上下相鄰之框架内部所設的扣 環處; 设數個鎖固件,貫穿於左右相鄰之兩框架側壁的連接孔處,將 緊鄰的框架固定在—起。 2、 如申請__丨項所述之組合式箱型擋土牆,其中該連 接件為鬆緊器,兩端分別釣扣於上下相鄰之框體的扣環處。 如申明專利範圍第工項所述之組合式箱型擋土牆,其中該連 接件為-鋼筋,兩端分別焊接於上下相鄰之框體的扣環處。 如申凊專利範圍第i項所述之组合式_擋土牆,其中該鎖 固件為螺桿及螺帽。 5如申,t專利範圍料項所述之紐合式箱_ 土牆,其中該框 體的側壁處設有至少二個以上的連接孔。 6、如申請細_丄項所述之組合物擋土牆,其中該框 =頂端&有尺賴小的結合端,而㈣底緣設神同尺寸 内縮的結合槽。 7如申凊專利範圍第i項所述之組合式箱型擔土牆,其中該框 體側壁設有橫向貫穿的排水孔。 8、如申請專利梅1項所述之岭式箱型擋塌,其中該框 14 M276059 體側壁設有縱向貫穿的導水孔,並與橫向之排水孔相連通。 9、如申請專利範圍第丄項所述之組合式箱型擔土牆,其中該框 體於排水孔入口處的側牆可設有一容置含,内設有濾水材。 1 0、如中請專概圍第i項所述之組合式箱型擔土牆,其中該 框體形狀為長方型。 1 1、如巾請專利範圍第i項所述之組合式箱土牆,其中該 框體形狀為前窄後寬或後窄前寬的梯型。 1 2、如申請專利範圍第1項所述之組合式箱型擋土牆,其中該 框體形狀為上窄下寬的梯型。 13、 如申請專利範圍第1項所述之組合式箱型擋土牆,其中該 框體的侧邊設有内凹呈錐狀縱向的卡槽。 14、 如申请專利範圍第13項所述之組合式箱型擔土牆,其中 兩兩緊鄰之框體其側邊卡槽是相互對合,並設有形狀相對應 之插梢設置其中。 15、 如申請專利範圍第13項所述之組合式箱型擋土牆,其中 兩兩緊鄰之框體其側邊卡槽是相互對合而所形成之空間内 置有鋼筋並灌注混凝土使兩者固定。 16、 一種組合式箱型擋土牆,是由複數個似箱型的框體相互堆 疊及緊鄰並列組合而成,相鄰之框體上下之間是由複數個連 接件所固定,左右之間則由對合之卡槽内置適當固定物或黏 著劑固定之,該卡槽是設置於框體的侧邊,藉此形成一大面 積的播土牆。 15 M276059 17、 如申請專利範圍第16項所述之組合式箱型擋土牆,其中 兩兩緊鄰之框體其侧邊卡槽是相互對合,並設有形狀相對應 之插梢設置其中。 18、 如申請專利範圍第16項所述之組合式箱型擋土牆,其中 兩兩緊鄰之框體其側邊卡槽是相互對合而所形成之空間内 置有鋼筋並灌注混凝土使兩者固定。M276059 IX. The scope of patent application ... 1. A combined box-type retaining wall, which includes: The last several box-shaped frames are stacked and combined side by side-a large area of supporting walls; The two ends of the pieces are respectively connected to the retaining rings provided inside the upper and lower adjacent frames; a plurality of fasteners are provided to penetrate the connection holes of the side walls of the left and right adjacent frames to fix the adjacent frames together. 2. The combined box-type retaining wall as described in the application __ 丨, wherein the connecting member is an elastic device, and the two ends are respectively caught at the buckles of the upper and lower adjacent frames. The combined box-type retaining wall as described in Item No. of the declared patent scope, wherein the connecting member is-steel bar, and the two ends are respectively welded to the retaining rings of the upper and lower adjacent frames. The combined type_retaining wall as described in item i of the patent scope of Shenyang, wherein the fastener is a screw and a nut. 5 As stated in the patent item t, the hinged box _ earth wall, wherein the side wall of the frame is provided with at least two or more connection holes. 6. The composition retaining wall as described in the application item __, wherein the frame = top & has a small combined end with a ruler, and the bottom edge of the concrete is provided with a constricted combination groove of the same size. 7 The combined box-type earth-supporting wall according to item i of the patent application scope of the patent, wherein the side wall of the frame body is provided with drainage holes penetrating transversely. 8. The ridge-type box-type collapse according to item 1 of the patent application, wherein the frame 14 M276059 is provided with a vertical through-hole in the side wall of the body, and communicates with a horizontal drainage hole. 9. The combined box-type earth-supporting wall as described in item (1) of the scope of patent application, wherein the side wall of the frame at the entrance of the drainage hole may be provided with a container containing water filtering material. 1 0. Please refer to the combined box-shaped earth-supporting wall as described in item i, where the frame is rectangular in shape. 1 1. The combined box soil wall as described in item i of the patent claim, wherein the shape of the frame is a ladder with a narrow front width and a narrow rear width. 1 2. The combined box-type retaining wall according to item 1 of the scope of patent application, wherein the shape of the frame is a ladder with a narrow upper width. 13. The combined box-type retaining wall according to item 1 of the scope of the patent application, wherein the side of the frame is provided with a recessed cone-shaped longitudinal groove. 14. The combined box-type earth-supporting wall as described in item 13 of the scope of the patent application, in which the side slots of the two adjacent frames are aligned with each other, and corresponding shape inserts are arranged therein. 15. The combined box-type retaining wall as described in item 13 of the scope of the patent application, in which the side adjacent grooves of the two adjacent frames are aligned with each other, and the space formed is reinforced and concrete is poured into the space. fixed. 16. A combined box-type retaining wall is formed by stacking a plurality of box-like frames on top of each other and combining them next to each other. The upper and lower sides of adjacent frames are fixed by a plurality of connectors and between the left and right. A suitable fixing object or an adhesive is fixed in the mating card slot, and the card slot is arranged on the side of the frame body, thereby forming a large area of soil spreading wall. 15 M276059 17. According to the combined box-type retaining wall described in item 16 of the scope of application for patents, the side slots of two adjacent frames are aligned with each other, and a corresponding shape of a pin is arranged therein . 18. The combined box-type retaining wall as described in item 16 of the scope of application for patents, in which the side adjacent grooves of the two adjacent frames are aligned with each other, and the space formed by the reinforcement is built in and the concrete is poured into the two. fixed. 1616
TW94200904U 2005-01-18 2005-01-18 Assembled box type retaining wall TWM276059U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107700523A (en) * 2017-09-26 2018-02-16 福州市规划设计研究院 The prefabricated drainage system and construction method for facing upward inclined retaining wall
CN117725657A (en) * 2024-01-12 2024-03-19 中建文化旅游发展有限公司 Configuration method and system of river channel assembly type components and solid prefabricated retaining wall

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107700523A (en) * 2017-09-26 2018-02-16 福州市规划设计研究院 The prefabricated drainage system and construction method for facing upward inclined retaining wall
CN117725657A (en) * 2024-01-12 2024-03-19 中建文化旅游发展有限公司 Configuration method and system of river channel assembly type components and solid prefabricated retaining wall

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