M341719 八、新型說明： 【新型所屬之技術領域】 本新龍有關於-種賴式生態牆，尤指_體單元可穩定地 - 銜接、堆疊橫向格樑、縱向格樑，並於該橫向格樑、縱向格樑中 - 可佈置如鋼筋等結構物，並可於橫向格樑、縱向格襟内部進行灌 注混凝土，使橫向格樑與縱向格樑形成堅固的支撐樑，以穩定地 使夕數牆體早元可以堆豐地組成一鞏固之牆面者。 • 【先前技術】 目前應祕河;丨丨水雜體絲，騎土實體構築或 石切石設計，完卫後’所完成之賴物為—實心的牆面，其表面為 -光滑面，無任何⑽，因此並無法提供原有的植物生長，也無法 •提供水巾生物棲身，破壞大自_生態，緣此，目前建築工法為 維後自然生_大多採用自然工法，有以石頭堆料河堤，使水中 生物可藉由硕扣_之_棲息，細之駐方法，不 ♦但極為費時且施工成本也極高，且石頭與石頭間也無法穩固地堆 石切，而顯有改進的必要。 、、彖此’同本案創作、巾請人，於先前便揭猶構物形成 .孔穴之方法，並向韵局帽發料利在案，發明專利申請案號為 _35139號’該騎揭枕賴物，雖射以在建築時在建築物 的表面上形成孔穴’以便讓植物生長或提供水中生物體樓息，以 避免破壞自然生態。但是上述的建築方式是在施卫現場進行，必 需在現場進行模板的架設、灌漿等工程，待混凝土硬化後，還需 5 M341719 要拆除模板，目此整健工紅練較為冗長，無法快速的進行， 而顯有改進的必要。 冬案創作人麵於此，乃加予研究_，終於揭示出 . 築式生態牆。 - 【新型内容】 ㈣本新口型之創作目的旨在提供一種預築式生態牆，係包括：牆 版’王一中空狀’並穿設有出入口，以與該牆體單元内部之 •，郎，者’·橫向格樑’橫向地貫穿有橫向通槽，以供鋼筋 二二，物牙1其間’並供灌注混凝土者；以及縱向格樑，縱向地 貝牙有2通槽，以容置鋼筋等結構物穿置其間，並供灌注混凝 ι者’令牆體單元、橫向格樑及縱向格樑可以彼此堆疊及銜接， 二#列組成一牆面，並於各橫向格樑及縱向格樑間穿置鋼筋等結 - 構物/，且於橫向格樑之橫向通槽、縱向格樑之縱向通槽中灌注^ 凌土後，可在各該橫向格樑及縱向格樑處，形成構成牆面之支撐 樑，以鞏固該牆面者。 本新型之可取實體，可以由以下之說明及所附各圖式得以明 —晰之。 【實施方式】 •請參閱第一至九圖所示，本新型係有關於供一種預築式生態 _ 牆，係包括：牆體單元（10)，呈一中空狀，並穿設有出入口（11)， 以與該牆體單元（1〇)内部之中空空間（12)連通者；橫向格樑 (20)，橫向地貫穿有橫向通槽(21)，以供鋼筋等結構物(s)穿置 其間’並供灌注混凝土(〇者；以及縱向格樑（3〇)，縱向地貫穿 有縱向通槽（31)，以容置鋼筋等結構物(S)穿置其間，並供灌注 M341719 混/旋土（C)者；令牆體單元（IQ)、橫向格樑(20)及縱向格樑（go) 可以彼此堆豐及銜接，以排列組成一牆面，並於各橫向格樑（2〇) 及縱向格樑（30)間，穿置鋼筋等結構物（S)，且於橫向格樑（2〇) 之橫向通槽（21)、縱向格樑（30)之縱向通槽（31)中灌注混凝土（c) ，後，便可各在該橫向格樑(20)及縱向格樑(3〇)處，形成構成牆面 之支撐樑，以鞏固該牆面者。 如第一至六圖所示，本新型所揭示之預築式生態牆，其中該 • 牆體單元（10)、橫向格樑(2〇)及縱向格樑(30)，係呈一四邊形矩 形體，彼等分別於其相鄭之第一、二側端〔（1〇a、1〇b)、（2此、 20b)、（3Ga、3Gb)〕，設有突榫⑷），而於相鄰之第三、四側端 - 〔（1〇c、_、⑽、2〇d)、（30c、30d)〕，設有銜接凹槽(42)， - 令_接凹槽(42)可對應地吻合該突榫⑹於内，贿各該牆體 單元(10)、橫向格樑⑽及縱向格樑⑽)可以彼此穩定堆疊或銜 接者。 几園所不，+蚵型所揭示之牆體單) ⑽’係由混凝土後-體_，惟本新型並不自限1成型; 式。於該牆體單元⑽之各側端面，係可分別穿設有出^ (11)以連通顧體單疋⑽之内部的中空空間⑽，使河中$ 魚、蝦等等水中生物(F)，可由牆體單元(10)之出入口（11、 進入牆體單元⑽之内部的中空空間⑽中樓息，或使土壤中之 植物(T)根部，可由牆體單元⑽之出人口⑻進人、 之内部种空空間⑽中生長，而相鄰之兩牆體單元^可70藉由 M341719 相對之出入口（11)彼此連通者。 如第五'八七、八圖所示，本新型所揭示之縱向格樑（3〇)， 係進-步橫向地貫穿-橫通孔⑽，以對應相鄰橫向格標⑽)之 橫向通槽(21)，使_等結構物⑻可以在穿置於該橫向格標⑽ 之橫向通槽(21)後’由縱向格樑⑽之橫通孔(32)橫向穿入於該 、縱向格樑（30)中，使該鋼筋等結構物⑻可以形成交錯狀分佈於 由牆體皁元（10)、橫向格樑(20)及縱向格樑(30)，所組成之牆面 ⑩ 中，以鞏固該牆面結構。 本新型所揭不之預築式生態牆，其中該牆體單元（1〇)、橫向 格樑（20)及縱向格樑（3〇)係於施工現場以外之區域事先成型備 - 用，施工單位係依所需，載運適量之牆體單元（1〇)、橫向格樑(2〇) 及縱向格樑（30)於施工現場組裝，因此具有施工快速的優點。如 弟七、八、九圖所示，本新型於施工時，係可依施工需求，於該 牆體單元（10)之兩側或上、下方，排列銜接或堆疊該橫向格樑(2〇) # 及縱向格樑(30)，並於該橫向格樑（20)及縱向格樑（30)間，穿置 鋼筋等結構物(S)，其中可令該鋼筋等結構物(s)之末端，係可鑲 埋於基地(G)，如第八圖所示中，且對佈置有鋼筋等結構物(幻之 橫向格樑(20)之橫向通槽（21)、縱向格樑（30)之縱向通槽（31)及 识通孔（32)中進行灌注混凝土（c)，待混凝土〇硬化後，便形成 該牆面之支撐樑，使各牆體單元（1〇)、橫向格樑(2〇)及縱向格樑 (30)間除以突榫(41)及對應之銜接凹槽(42)相互對合銜接外，也 文經灌漿後形成支撐樑的橫向格樑（2〇)及縱向格樑（3〇)所框 M341719 而顯本新型之新穎性及實用 圍、限制，而形成極為鞏固之牆面， 性。 應帛上’可視工地f求伽彡數之牆體單元⑽ 坪d骑面’本新型益不自限多數之腾體單幼0)、橫向 油⑽及縱向格樑⑽排列組成牆面之方式者。M341719 VIII. New description: [New technical field] The new dragon has a kind of ecological wall, especially the _ body unit can be stably connected, stacked horizontal lattice beam, longitudinal lattice beam, and in the horizontal grid Beams and longitudinal lattice beams - structures such as steel bars can be arranged, and concrete can be poured into the transverse lattice beams and longitudinal lattices to form a solid support beam for the transverse lattice beams and the longitudinal lattice beams to stably make the number of eves The wall can be piled up to form a solid wall. • [Prior Art] At present, it should be secret river; 丨丨水杂体丝, riding earth body construction or stone cutting stone design, after the completion of the 'the finished thing is the solid wall surface, the surface is - smooth surface, no Any (10), therefore, can not provide the original plant growth, nor can it provide the water towel biological habitat, destroy the big self_ecology, and therefore, the current construction method is natural life after the _ mostly using natural methods, there are stone materials The river embankment allows the aquatic organisms to inhabit by means of the shackles, and the method of fine standing, not only is extremely time consuming and the construction cost is also extremely high, and the stone and the stone cannot be stably stacked, and the improvement is obvious. necessary.彖 彖 ' ' ' ' ' 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同 同Pillows, although shot to form holes on the surface of the building during construction, allow plants to grow or provide underwater living organisms to avoid damaging the natural ecology. However, the above-mentioned construction method is carried out at the site of the garrison. It is necessary to carry out the erection and grouting of the formwork on the site. After the concrete is hardened, it is necessary to remove the formwork by 5 M341719, so that the whole workmanship is more lengthy and cannot be fast. Carry out, and there is a need for improvement. The creation of the winter case is here, and it is added to the research _, finally revealing. Building ecological wall. - [New content] (4) The purpose of this new mouth is to provide a pre-built ecological wall, which includes: the wall version of 'Wang Yi hollow' and wearing an entrance and exit to the interior of the wall unit, Lang, the '·transverse grid beam' transversely runs through the transverse trough for the reinforcement of the second and second, the tooth 1 in between and for the concrete; and the longitudinal lattice, the longitudinal teeth have 2 troughs to accommodate Structures such as steel bars are placed between them, and for the infusion of concrete, the wall unit, the transverse grid beam and the longitudinal lattice beam can be stacked and connected to each other. The second column constitutes a wall surface, and the transverse grid beams and Between the longitudinal girder and the knot-structure/, and after pouring into the transverse trough of the transverse girder and the longitudinal trough of the longitudinal girder, the transverse girder and the longitudinal girder may be Forming the support beams that make up the wall to consolidate the wall. The desirable entities of the present invention can be clearly understood from the following description and the accompanying drawings. [Embodiment] • Please refer to the first to ninth figures. The present invention relates to a prefabricated ecological wall, which comprises: a wall unit (10), which is hollow and has an entrance and exit ( 11), communicating with the hollow space (12) inside the wall unit (1〇); the transverse grid beam (20), transversely extending through the transverse through groove (21) for the structure (s) of steel reinforcement In the middle of it, it is used to pour concrete (the latter; and the longitudinal girder (3〇), longitudinally through the longitudinal through groove (31), to accommodate the structure (S) such as steel bars to be placed between them, and for perfusion M341719 Mixed/spinning (C); the wall unit (IQ), the transverse lattice beam (20) and the longitudinal lattice beam (go) can be piled up and connected to each other to form a wall surface, and in each transverse beam Between (2〇) and the longitudinal lattice beam (30), a structural member (S) such as steel reinforcement is placed, and the transverse through groove (21) of the transverse lattice beam (2〇) and the longitudinal through groove of the longitudinal lattice beam (30) (31) After pouring the concrete (c), the support beams forming the wall surface may be formed at the transverse lattice beam (20) and the longitudinal lattice beam (3 〇) to consolidate the wall surface. As shown in the first to sixth figures, the prefabricated ecological wall disclosed by the present invention, wherein the wall unit (10), the transverse grid beam (2〇) and the longitudinal grid beam (30) are in the form of a quadrilateral rectangular body, Equal to the first and second sides of the phase ([1〇a, 1〇b), (2, 20b), (3Ga, 3Gb)], with abrupt (4)), and adjacent The third and fourth side ends - [(1〇c, _, (10), 2〇d), (30c, 30d)], are provided with engaging grooves (42), - the _ splicing groove (42) can be correspondingly The wall unit (10), the transverse grid beam (10) and the longitudinal lattice beam (10) can be stably stacked or joined to each other. A few gardens do not, the wall body revealed by the +蚵 type) (10)' is made of concrete back-body _, but the new type is not self-limiting 1 molding; On each side end surface of the wall unit (10), a hollow space (10) can be respectively disposed to connect the inside of the body unit (10) to make a fish (fish), fish, and the like (F) in the river. The entrance (11) of the wall unit (10), the hollow space (10) inside the wall unit (10), or the root of the plant (T) in the soil can be entered by the population (8) of the wall unit (10). The internal seed space (10) is grown, and the adjacent two wall units 70 are connected to each other by the M341719 and the inlet and outlet (11). As shown in the fifth 'Eight Seventh and Eighth, the present invention discloses The longitudinal lattice beam (3〇) is inserted transversely through the transverse through hole (10) to correspond to the transverse through groove (21) of the adjacent lateral lattice (10), so that the structure (8) can be placed in the The transverse groove (21) of the transverse grid (10) is transversely penetrated into the longitudinal lattice beam (30) by the transverse through hole (32) of the longitudinal lattice beam (10), so that the structure (8) such as the steel reinforcement can be staggered. It is distributed in the wall 10 composed of the wall soap element (10), the transverse lattice beam (20) and the longitudinal lattice beam (30) to consolidate the wall structure. The prefabricated ecological wall not disclosed in the present invention, wherein the wall unit (1〇), the transverse lattice beam (20) and the longitudinal lattice beam (3〇) are pre-formed and used in the area outside the construction site. The unit is equipped with the appropriate amount of wall unit (1〇), transverse grid beam (2〇) and longitudinal lattice beam (30) at the construction site, so it has the advantage of quick construction. As shown in the seventh, eighth and ninth figures of the brothers, the new type of construction can be connected or stacked on the sides or above and below the wall unit (10) according to the construction requirements. ) and the longitudinal lattice beam (30), and between the transverse lattice beam (20) and the longitudinal lattice beam (30), a structural member (S) such as steel reinforcement is placed, wherein the structural member (s) such as the steel reinforcement can be made The end can be embedded in the base (G), as shown in the eighth figure, and is arranged with structural members such as steel bars (transverse troughs (21) of the transverse transverse girder (20), longitudinal girder (30) The longitudinal channel (31) and the through hole (32) are filled with concrete (c). After the concrete is hardened, the supporting beam of the wall is formed, so that each wall unit (1〇) and the lateral grid The beam (2〇) and the longitudinal lattice beam (30) are divided by the protrusion (41) and the corresponding connecting groove (42), and the transverse lattice beam of the supporting beam is formed after grouting. ) and the vertical frame (3〇) frame M341719, which shows the novelty and practical circumference and limitation of the new type, and forms a wall surface that is extremely consolidated. It should be on the 'visual site f to find the wall element of the gamma number. (10) Ping d riding surface 'this new type is not limited to the majority of the body of the single child 0), the horizontal oil (10) and the longitudinal lattice beam (10) arranged to form the wall surface.
=新_揭枚職及構造呵於不違本_讀神及範脅 下，予以修飾細，本新型並不予自限。 【圖式簡單說明】 弟-圖：係本新型所示牆體單元之立體圖。 =圖：係本新型所示牆體單元另-視奴立體圖。 =三圖：係本新型所示橫向格樑之立體圖。 :四圖.係本新型所示橫向格樑另—視角之立體圖。 咕囷係本新型所示縱向格樑之立體圖。 =圖:係本新型所示縱向格樑另-視角之立體圖。 ^圖.係本新型組成—牆面之應用立體圖。 :八圖.係第七圖8—8方向之局部剖視圖。 弟九圖：係本新型應用於斜坡之結構斷面圖。 【主要元件符號說明】 (10)牆體單元 (l〇c)第三侧端 (12)中空空間 (i〇a)第一側端 （l〇b)第二側端 (l〇d)第四側端 （11)出入口 (20)橫向格樑 （20a)第一側端 M341719 (20b)第二側端 (21)橫向通槽 (30b)第二侧端 (31)縱向通槽 (42)銜接凹槽 (F)水中生物 (20c)第三侧端 (30)縱向格樑 (30c)第三側端 (32)橫通孔 (S) 結構物 (T) 植物 (20d)第四側端 (30a)第一侧端 (30d)第四侧端 (41)突榫 (C)混凝土 (G)基地= New _ uncovering the post and the structure is not in violation of this _ reading God and Fan threat, to modify the fine, this new model is not self-limiting. [Simple description of the drawing] Brother-picture: is a perspective view of the wall unit shown in the present invention. =Fig.: This is a perspective view of the wall unit shown in this new type. =Three figures: A perspective view of the transverse grid beam shown in the present invention. Fig. 4 is a perspective view of the transverse beam of the present invention. The 立体 is a perspective view of the longitudinal lattice shown in the present invention. =Fig.: A perspective view of the longitudinal beam of the present invention. ^图. This is a new type of application - a perspective view of the wall. Fig. 8 is a partial cross-sectional view of the seventh figure 8-8. Di Jiu Figure: This is a cross-sectional view of the structure applied to the slope. [Description of main component symbols] (10) Wall unit (l〇c) Third side end (12) Hollow space (i〇a) First side end (l〇b) Second side end (l〇d) Four side end (11) entrance (20) transverse grid (20a) first side end M341719 (20b) second side end (21) transverse channel (30b) second side end (31) longitudinal channel (42) Coupling groove (F) aquatic organism (20c) third side end (30) longitudinal lattice beam (30c) third side end (32) transverse through hole (S) structure (T) plant (20d) fourth side end (30a) First side end (30d) Fourth side end (41) Projection (C) Concrete (G) base
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