M324681 八、新型說明： 【新型所屬之技術領域】 本創作係關於一種擋土牆磚，尤指一種增加複數縱向 側壁，提供配合固定架後具有更多距離調整彈性空間的擋 土牆磚。 【先前技術】 由於目前水土保持實行不易，導致時常出現有土石流 之情形，因此在植被不佳的山坡為阻撞崩落土石，大部份 會設計擋土牆穩固土石，而為施工方便，撞土擔概由複數 擋土牆磚相互堆疊而成。 、擋土牆磚為穩固山坡之土s，故均設計為中空狀，當 =置於坡面後’可於其中填人土石’並裁種花草於其中， =坡面之結合強度。惟目前業者於施工時，因為考慮 立：二:之間結合強度，以及露出相對下層擋土牆磚前 H將複數撞土牆叙間的定位槽孔對準後，再以鋼 :形=中，相制堆疊的效果n因為擋土牆碑 且疋位槽孔之位置是固定的，但坡面的坡度卻非固定 土之;=而施工使必須依照坡度不同，增加補土或挖 供鋼… …下層擋土牆磚的定位槽孔對齊後 么、鋼條***其中，進而使相 因此盔、、土分⑽— 知上‘磚刖端外露。 ^ 貫際之需求改變定位槽孔的位置，@ 整露出下層擂土牆磚之空隙。 有鏜於上述施卫的困難，中請人先前f㈣局提出一 M324681 件專利申。月案並於96年8月1日獲准公告第M2951 58號 播土牆磚之固定架」專利案，提供施卫人員能輕易地結 口相互$堆的擋土牆磚，請配合參閱第三圖及第四圖所示 (同為此專利案的第三、四圖），其係揭示兩上下擋土牆 磚（5 0 a ) ( 5 〇 )堆疊後加入固定架（6 〇 )之縱刊 圖’該固定架（20)係呈一 h形狀，其下半部（6丄； 係跨設於下擔土牆碑（5 〇 )後壁（5 1 )上，μ土牆 磚（5 0 a )依坡面坡度再疊放於下擋土牆磚（5 〇 )上码 :時，由於上擋土牆碑（5〇a)亦呈中空狀，故其後壁 (5 1 )内側即能向前抵靠於固定架（6 〇 )的上半部 1) ’達到穩定結合上下擋土牆碑（5〇)的效 同時參閱第三圖及第四圖，該固定架（6〇)亦可反:再 使其上半部“2)於下擔土牆磚（50) ’ 後側，因此第四圖的上擋土牆磚（5 〇 a )相較 能向後放，使下擒土牆碑（5〇a)前端中空部外^圖: 可配合坡度較緩之坡面調整使用。 亦 又’雖然上述專利提供固定架 牆磚（5 ΓΜ f G η 、 4壤現有擋土 : )堆疊後的前後距離進行胡敖 疋其增縮之前後距離亦僅限於固定架（6 〇 。，但 此面對各種不同坡度之坡面仍稍嫌不足。 的長度’因 f新型内容】 上 本創作的主要目的係提供-種具有更多可， 下擋土牆磚前後距彈性空間的擋土牆磚。。周整堆疊M324681 VIII. New description: [New technical field] This creation is about a retaining wall brick, especially a kind of retaining wall brick which adds a plurality of longitudinal side walls and provides more distance to adjust the elastic space after matching the fixed frame. [Prior Art] Due to the current imperfect soil and water conservation, soil and rock flow often occurs. Therefore, the hillsides with poor vegetation are resistant to caving and falling earth and stone. Most of them will design retaining walls to stabilize the earth and stone. The load is made up of a plurality of retaining wall tiles stacked on each other. The retaining wall bricks are used to stabilize the soil of the hillsides, so they are all designed to be hollow. When the slope is placed on the slope, the earth and stone can be filled in and the flowers and plants are cut into the area. However, the current industry is in the construction, because the consideration of the vertical: two: the strength of the joint, and the exposure of the lower retaining wall brick before the H will be aligned with the positioning hole between the multiple collision wall, and then steel: shape = medium The effect of the phase stacking is because the position of the retaining wall and the position of the slot is fixed, but the slope of the slope is not fixed; and the construction makes it necessary to increase the soil or excavate the steel according to the slope. ... After the positioning slots of the lower retaining wall tiles are aligned, the steel bars are inserted into them, so that the phase helmets and the soil (10) - knowing that the brick ends are exposed. ^ The continuous demand changes the position of the positioning slot, @ reveals the gap between the lower rammed brick wall. In spite of the difficulties in defending the above, the applicant invited the previous f (four) Bureau to file a patent application of M324681. The monthly case was approved on August 1, 1996. The patent case of the M2951 No. 58 Broadcasting Wall Tile Fixture was provided to provide retaining wall tiles that the guards can easily connect to each other. Please refer to the third. Figure 4 and Figure 4 (the same as the third and fourth figures of this patent), which reveals that the two upper and lower retaining wall tiles (50 a) (5 〇) are stacked and then joined to the fixed frame (6 〇). The magazine '20' is in the shape of an h, the lower half (6丄; is placed on the back wall (5 1 ) of the lower wall wall (5 〇), the μ earth wall brick (5 0 a) Depending on the slope of the slope, it is stacked on the lower retaining wall brick (5 〇). On the inner side: since the upper retaining wall monument (5〇a) is also hollow, the inner side of the rear wall (5 1 ) That is, it can be forwardly abutted against the upper part of the fixing frame (6 〇) 1) 'To achieve the effect of stably combining the upper and lower retaining wall monuments (5 〇), and refer to the third and fourth figures, the fixing frame (6〇) ) can also be reversed: then the upper half "2) is placed on the back side of the wall brick (50)', so the upper retaining wall tile (5 〇a) of the fourth figure can be placed backwards, so that擒土墙碑(5〇a) outside the front end of the hollow part ^ Figure: can match the slope The slope is adjusted for use. Also, although the above patent provides the front and rear distances of the fixed wall tiles (5 ΓΜ f G η, 4 soil existing retaining:), the distance is limited to the fixed distance before and after the increase. Shelf (6 〇., but this is still a little lacking in the slope of various slopes. The length of 'because f new content】 The main purpose of this creation is to provide - more and more, before and after the retaining wall tiles Retaining wall brick from elastic space.
I M324681 欲達上述目的戶斤 φ ^ ^ . 使用的主要技術手段係令該擋土牆於 德辟半—.,/成有至^、一内壁，以與中空本體之前 後壁平仃，如此一爽，人 ; 配& h形固定架使用時，即可增 h形固定架設置的仿 媸沾人 置，讓、、、σ合有h形固定架之下擋土 _ 磚，提供更多上擋土_德相斜田 卞t卜獱土另回 曰 肽磚相對®設於下擋土牆磚的位置； =以’施卫人員可藉由調配^架及本創作的擋土牆碑位 置’依照實際之需求改變上/下層擋土牆磚前側壁的間 距，而增加其應用之靈活度。 【實施方式】 請參閱第-圖所示，係為本創作一較佳實施例，其於 -中空本體（10)内形成有至少一直立内壁（13)(丄 4)各内壁（13) (14)係與中空本體的前/後壁 (11) (12)平行，於本實施例中，於中空本體（工 二）内形成有兩内壁（1 3 ) ( 1 4 )。X，本發明的中 二本體（10)前壁（11)係長於後壁（12)，以呈 由鈾至後的漸縮形狀，而該後壁（1 2 )兩側可再向水平 外L伸出兩凸耳（12 1)，另可再於上端面形成扣合槽 (圖中未示），於内壁近底面處向前延伸一抵掣塊（圖中 未示），又於中空本體（1(3)内形成有兩内壁（13) (14)。 又為增加兩内壁（1 3 )( 1 4 )之間的結合強度， 再於兩内壁（1 3 ) ( 1 4 )中間位置的相對壁面形成有 一結合壁（15)，該結合壁（15)係垂直於内兩内壁 6 M324681 (13) (14)之壁面，而與兩内壁（13) (i4) 構土一工字形。而各内壁（1 3 )( 1 4 )壁面近底端處 向爾延伸有一抵掣塊（132) (142 )。 再者，為使h形固定架（2 0 )配合跨設於本創作兩 内壁（13) (14)±，各内壁（13)上表面係凹設 有至少一扣合槽（1 3 1 ) ( 1 4 1 )，該扣合槽（丄3 1) (141)的深度係等於或大於固定架水平段（2i 1 ):厚度，於本實施例中係形成有左右兩扣合槽。 請2閱第二圖所示，係為使用本創作於坡面上堆疊有 六：之高的擋土牆磚之側剖圖；施工時，首先鋪排最底層 之第一層擋土牆磚，之後再依照坡面的坡度選擇固定架（2 〇)跨設於該第—層擋土牆磚的適當内壁上，如圖所示， 因坡度的關係’第二層之擋土牆碍後内壁（工4 )與第一 層的後内i ( 1 4 )距離較近，可選擇將固定架（2 〇 ) 下半邛（2 1 )跨設於第一層擋土牆磚後内壁（丄上， 部凸片（2 2 )位於後内壁(1 4 )之前，此時 S璺没弟二層揚土牆蹲時，第二層擋土牆碑 端的抵擎塊（141)即抵至固定架（2〇)之水平段（2 工）於扣口才曹（工31)中，並向前抵止於固定架（2 、半P之凸片（2 2 )，達成穩固的結合效果。又， 口為坡面向上的坡度變緩，故第三層擋土牆磚後壁（1 2 ) !；須向後再抵靠於坡面丨，因此，當第三層之擋土牆碑疊 -於其下層的擋土牆磚上時，其前内壁（工3)距下層浐 土牆磚的後内壁（14)較近，故施工人員可將固定架曰（2田 7 1 M324681 0)跨汉於第二層擋土牆磚後内壁（i 的扣合槽（i 41)中，再將第三層擋土牆磚疊設於其上，如此一來， 第二層擋土牆磚前端中空部位即可外露供花草植物生長； 以此類推，將第四至六層的擋土牆磚向上堆疊於坡面上。 由上述说明可知’本創作的擋土牆磚結構確實提供施 工人貝可依照坡度變化，彈性調整固定架設置位置，改變 X払土 ‘碑間鈾壁的間距，而增加其應用之靈活度，令各 層彳曰土胺磚旎罪近坡面上，減少填土的程序，亦能穩固地 疊設於下層擋土牆磚上。 【圖式簡單說明】 弟圖·係為本創作配合兩固定架之立體分解圖。 第一圖·係為本創作堆疊後的縱剖圖。 第三圖：係為公告第Μ295158號專利第三圖。 第四圖：係為公告第Μ2951 58號專利第四圖。I M324681 The main technical means used to achieve the above purpose is to make the retaining wall in the half--, / into the ^, an inner wall to lie with the front wall of the hollow body, so A cool, person; with the & h-shaped holder when used, you can increase the h-shaped holder to set the imitation 媸 媸 ,, let,,, σ with the h-shaped retainer under the retaining _ brick, provide more More on the soil _ Dexiang 卞田卞t Bu 獱 另 另 另 另 另 另 另 另 另 另 另 另 另 另 设 设 = = = = = = = = = = = = = = = = = = = = = = = = = = = The position of the monument changes the spacing of the front side walls of the upper/lower retaining wall tiles according to actual needs, and increases the flexibility of its application. [Embodiment] Please refer to the first embodiment, which is a preferred embodiment of the present invention, in which the inner wall (13) of at least the standing inner wall (13) (丄4) is formed in the hollow body (10) ( 14) is parallel to the front/rear wall (11) (12) of the hollow body. In the present embodiment, two inner walls (13) (14) are formed in the hollow body (work 2). X, the front wall (11) of the second body (10) of the present invention is longer than the rear wall (12) to have a tapered shape from the uranium to the rear, and the rear wall (12) can be further horizontally L protrudes from the two lugs (12 1), and further forms a fastening groove (not shown) on the upper end surface, and extends forwardly on the inner wall near the bottom surface (not shown), and is hollow Two inner walls (13) (14) are formed in the body (1), and the bonding strength between the two inner walls (13) (14) is increased, and then between the two inner walls (13) (14) The opposite wall of the position is formed with a coupling wall (15) which is perpendicular to the wall surface of the inner two inner walls 6 M324681 (13) (14), and is formed with the two inner walls (13) (i4). And the inner wall (1 3 ) (1 4 ) wall extends near the bottom end with an abutting block (132) (142). Further, in order to make the h-shaped fixing frame (20) fit across the creation Two inner walls (13) (14) ±, the upper surface of each inner wall (13) is concavely provided with at least one fastening groove (1 3 1 ) (1 4 1 ), and the fastening groove (丄3 1) (141) The depth system is equal to or greater than the horizontal section of the holder (2i 1 ): thickness, in this embodiment There are two right and left fastening grooves formed in the left and right. Please see the second figure, which is a side sectional view of the retaining wall bricks stacked on the slope surface with the height of six: when constructing, the bottom layer is laid first. The first layer of retaining wall bricks, and then according to the slope of the slope, the fixed frame (2 〇) is placed on the appropriate inner wall of the first layer of retaining wall brick, as shown in the figure, due to the slope relationship The second layer of the retaining wall hinders the rear inner wall (work 4) and the rear inner i (1 4 ) of the first layer is relatively close, and the second half (2 1 ) of the fixed frame (2 )) can be slid across the first After the inner wall of the layer retaining wall tile (the upper part of the rib (2 2 ) is located in front of the rear inner wall (1 4 )), when the 璺 璺 弟 二 二 二 二 二 扬 扬 , , , , , , The block (141) is the horizontal section (2) of the fixed frame (2〇) in the buckle (Cole 31), and forwards to the fixed frame (2, half P of the tab (2 2 ), to achieve a stable combination of effect. In addition, the slope of the mouth is upward, and the slope of the third layer is behind the wall (1 2 )! Three-layer retaining wall monument stack - When it is on the lower retaining wall brick, the front inner wall (work 3) is closer to the rear inner wall (14) of the lower bauxite wall tile, so the construction personnel can cross the fixed frame (2 Tian 7 1 M324681 0). Han is placed on the inner wall of the second retaining wall brick (i 41 in the snap groove (i 41), and then the third retaining wall brick is stacked on it, so that the front end of the second retaining wall brick The hollow part can be exposed for flower and plant growth; and so on, the fourth to sixth layers of retaining wall tiles are stacked on the slope surface. It can be seen from the above description that the structure of the retaining wall brick of the present invention does provide the construction personnel to adjust the position of the fixed frame according to the slope change, and to change the spacing of the uranium wall between the X-soil's monument, thereby increasing the flexibility of its application. The layers of terracotta bricks are smothered on the slopes, and the filling procedure is reduced. It can also be firmly stacked on the lower retaining wall tiles. [Simple description of the drawing] The figure is based on the three-dimensional exploded view of the two fixed frames. The first picture is a longitudinal section of the creation of the creation. The third picture is the third picture of the patent No. 295158. The fourth picture is the fourth picture of the patent No. 2951 58.
【主要元件符號說明】 1 0 )中空本體 （1 1 )前壁 (12)後壁 (1 3 )内壁 (1 3 2 )抵掣塊 (141)扣合槽 (1 5 )結合壁 (2 1 )下半部 (1 2 1 )凸耳 (131)扣合槽 (1 4 )内壁 (1 4 2 )抵掣塊 (2 0 )固定架 (2 1 1 )水平段 8 M324681 (2 2 )凸片 (51)後壁 (61)下半部 (5 0 ) ( 5 0 a )擋土牆磚 (6 0 )固定架 (6 2 )凸耳[Description of main component symbols] 1 0) hollow body (1 1 ) front wall (12) rear wall (1 3 ) inner wall (1 3 2 ) abutting block (141) fastening groove (1 5 ) bonding wall (2 1 ) lower half (1 2 1 ) lug (131) fastening groove (1 4 ) inner wall (1 4 2 ) abutting block (20) fixing frame (2 1 1 ) horizontal section 8 M324681 (2 2 ) convex Sheet (51) rear wall (61) lower half (50) (50a) retaining wall tile (60) fixture (6 2) lug