TWI596254B - Floor mold pre-shaped structure - Google Patents

Floor mold pre-shaped structure Download PDF

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Publication number
TWI596254B
TWI596254B TW105114418A TW105114418A TWI596254B TW I596254 B TWI596254 B TW I596254B TW 105114418 A TW105114418 A TW 105114418A TW 105114418 A TW105114418 A TW 105114418A TW I596254 B TWI596254 B TW I596254B
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substrate
floor mold
column
column body
structure according
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TW105114418A
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TW201739984A (en
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jian-ming Hong
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Lin Yan-Ting
jian-ming Hong
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Publication of TW201739984A publication Critical patent/TW201739984A/en

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Description

地坪模具預型結構 Floor mold pre-structure

本發明係有關於一種混凝土塑形模具之技術領域,特別是應用於公園、停車場、園藝、或其它需要植草綠化地表,又或透水性地表施工使用之地坪模具預型結構。 The invention relates to the technical field of a concrete shaping mould, in particular to a park mould, a parking lot, a gardening, or other floor mould pre-structure which needs to be planted and planted, or used for permeable surface construction.

在空曠地或庭院,為達到綠化效果,植草係最常被使用的方式之一。但植草區如果也是行人或車輛常態行經之處,則單純的植草並不適用。 In open areas or courtyards, one of the most commonly used ways of planting grasses is to achieve a greening effect. However, if the grass planting area is also the place where pedestrians or vehicles normally pass, the simple grass planting is not applicable.

為了因應行人或車輛常態行經之處的植草,目前多以鋪設植草磚的方式作為決解方案。鋪設時,需先將施工區域的地表整平,再將塊狀植草磚逐一毗鄰鋪設於施工區域,之後再經由覆土作業,將泥土充填於各植草磚之栽植部(孔洞)內,隨後再於栽植部栽種所需的花草植物。 In order to respond to the planting of pedestrians or vehicles in the normal way, the method of laying grass and bricks is often used as a solution. When laying, the surface of the construction area should be leveled first, then the block-shaped grass bricks should be laid one by one in the construction area, and then the soil should be filled in the planting part (hole) of each planting brick by the earth-covering operation, and then The planting department is required to plant the flowers and plants.

上述習知植草磚,在使用上存有若干缺失;例如,施工時需由人工逐一排列設置,費時且費力。又各植草磚之鋪面,係由多數塊狀獨立個體組合排列於施工區域,一旦施工區域的地表未完全整平,或者土壤軟硬程度不均,又或日後下雨等造成土壤流失時,都會導致個別植草磚的塌陷或翹起,導致整個植草磚鋪面不平的問題,造成人員或車輛行走上的危險。 The above-mentioned conventional planting bricks have some defects in use; for example, it is time-consuming and laborious to arrange them one by one during construction. The paving of each planting brick is arranged in the construction area by a combination of a plurality of individual blocks. Once the surface of the construction area is not completely leveled, or the soil is not soft or hard, or when the soil is lost due to rain in the future, The collapse or tilting of individual grass bricks leads to the problem that the entire grass bricks are not flat, causing danger to people or vehicles walking.

再者,植草磚在施工之前,係為整塊磚體,無法減少容積,容易造成運送成本及儲放上的困擾。 Moreover, before the construction of the grass bricks, it is a whole piece of brick body, which cannot reduce the volume, which is easy to cause transportation cost and troubles in storage and storage.

有鑑於習知植草磚之缺失,有心人士亦相繼提出不少解決之教案,例如我國專利公告第M381262、M495384、M439674、441960等前案,或第9圖所示之模塊91,其結構係在一底板911上,一體形成有複數柱體912、以及連接各柱體912之補強肋913。藉由一體形成之模塊91,依施工需求鋪設於預設位置,配合鋼筋92之設置與混凝土澆灌(圖中未示),待混凝土固化後,擊破柱體912頂端面,提供作為植草之用,以形成一兼具植草及具支撐強度之水泥地面,克服習知植草磚施工麻煩,與施工後維護不易等缺失。 In view of the lack of conventional planting bricks, people who are interested in it have also proposed a number of solutions, such as the Chinese Patent Announcement No. M381262, M495384, M439674, 441960, etc., or the module 91 shown in Figure 9, the structure is A bottom plate 911 is integrally formed with a plurality of columns 912 and reinforcing ribs 913 connecting the columns 912. The integrally formed module 91 is laid at a preset position according to the construction requirements, and is matched with the setting of the steel bar 92 and the concrete watering (not shown). After the concrete is solidified, the top surface of the column 912 is broken to provide the grass for use. In order to form a concrete floor with both grass and support strength, it is difficult to overcome the troubles of the construction of the grass planting bricks and the maintenance after construction.

雖說習知前案(M381262、M495384、M439674、441960)透過工法,克服習知植草磚之缺失,但其結構上仍存有若干有待克服的問題,例如; Although the conventional case (M381262, M495384, M439674, 441960) overcomes the lack of conventional grass bricks through the construction method, there are still some problems to be overcome in the structure, for example;

材積過大:習知前案之模塊91都是一體成型之紙漿製品,雖有質輕的優勢,但碩大的材質,反造成運送成本及儲放上的困擾與負擔。 The material volume is too large: the module 91 of the former case is a one-piece pulp product. Although it has the advantages of light weight, the large material has caused the transportation cost and the trouble and burden of storage.

備設成本高:習知前案之模塊91,都是利用模具塑形紙漿而成,周知大型模具生產成本高,且無法多樣變化,更無組合變化的可能。 The high cost of installation: the module 91 of the former case is made of mold-shaped pulp. It is known that the production cost of large molds is high, and it is impossible to change in various ways, and there is no possibility of combination change.

樣式有限:由於設備及模具成本高,無法準備多種樣式的模具,導致習知前案模塊91尤其是柱體912輪廓樣式有限,無法提供使用者多樣性的選擇,更不可能滿足使用者依需求任意組合排列。 Limited style: Due to the high cost of equipment and molds, it is impossible to prepare molds of various styles, which leads to the limited pattern of the conventional front module 91, especially the column 912, which cannot provide users with a variety of choices, and it is impossible to meet the needs of users. Arrange in any combination.

模塊無法定位:各模塊91間不具有相互約束之結構,容易因外力作用而位移出原本排列設置之處。 The module cannot be positioned: each module 91 does not have a mutually constrained structure, and is easily displaced by the external force to the original arrangement.

鋼筋鏽蝕:習知前案之模塊91於施工時,其鋼筋92係抵壓於模塊91之補強肋913上,在混凝土澆灌後,鋼筋 92與補強肋913抵接之端面,無法被混凝土包裹,而裸露在混凝土外。且模塊91為可吸水及可分解材,當於模塊91上澆灌混凝土時,部分水份會被模塊91吸收,又或模塊91分解後,地層的濕氣等都會導致裸露在混凝土外之鋼筋92氧化生鏽。 Rebar corrosion: The module 91 of the prior case is applied to the reinforcing rib 913 of the module 91 during construction. After the concrete is poured, the steel bar The end face of the 92 abutting the reinforcing rib 913 cannot be wrapped by concrete and is exposed outside the concrete. And the module 91 is a water absorbing and decomposable material. When the concrete is poured on the module 91, part of the water is absorbed by the module 91, or after the module 91 is decomposed, the moisture of the ground layer and the like may cause the steel bar 92 exposed outside the concrete. Oxidizing rust.

本案發明人有鑑於前述習用植草磚,或一體成型之紙漿製模塊91於實際使用上,仍然無法滿足使用者任意組合之需求,以及施工效果不佳、運送成本高,乃至於儲放不便等缺點,故認為有其重新設計之必要。 The inventor of the present invention has in view of the above-mentioned conventional planting bricks, or the integrally formed pulp-making module 91, still cannot meet the needs of any combination of users, and has poor construction effects, high transportation costs, and even inconvenience in storage and storage. Therefore, it is considered necessary to redesign it.

有鑑於上述習知技藝之問題與缺失,本發明之一目的,就是在於提供一種地坪模具預型結構,提供用於植草或透水之水泥地表施工時,對混凝土塑形之方便性,且施工效果佳,同時可分離與套疊之基板及杯柱,能減少容積及方便運送之效果。 In view of the above problems and deficiencies of the prior art, an object of the present invention is to provide a floor mold pre-form structure, which provides convenience for concrete shaping when used for planting grass or permeable concrete surface construction, and construction The effect is good, and the substrate and the cup column can be separated and nested, which can reduce the volume and facilitate the transportation effect.

根據本發明上述目的,提供一種地坪模具預型結構,大致係由可自然分解材料製成之一基板、及至少一杯柱;其中,該基板具有一體成型之至少一套孔,該套孔係頂、底貫穿該基板形成。該杯柱係分別與套孔套疊,具有一體成型之一柱身、一頂蓋、及一限位翼片。所述柱身係為一中空管狀體,而所述頂蓋係設於柱身頂端面,又該限位翼片係沿柱身底端外側向外延伸環設。藉由上述構件之組成,提供用於植草或透水之水泥地表施工時,對混凝土塑形之方便性,且施工效果佳,同時可分離與套疊之基板及杯柱,能減少容積及方便運送之效果。 According to the above object of the present invention, a floor mold preform structure is provided, which is substantially a substrate made of a naturally decomposable material, and at least one column; wherein the substrate has at least one set of holes integrally formed, the set of holes The top and bottom are formed through the substrate. The cup column is respectively sleeved with the sleeve hole, and has one column body, a top cover and a limit fin. The column body is a hollow tubular body, and the top cover is disposed on the top end surface of the column body, and the limiting edge piece is extended outwardly along the outer side of the bottom end of the column body. By the composition of the above-mentioned components, the utility model provides the convenience of shaping the concrete when the surface of the cement for planting grass or permeable water is used, and the construction effect is good, and the substrate and the cup column can be separated and nested, thereby reducing the volume and facilitating transportation. The effect.

20‧‧‧基板 20‧‧‧Substrate

22‧‧‧套孔 22‧‧‧ Set of holes

24‧‧‧連接凸部 24‧‧‧Connecting convex

26‧‧‧連接凹部 26‧‧‧Connecting recess

40、40’‧‧‧杯柱 40, 40’‧‧‧ cups

42‧‧‧柱身 42‧‧‧ column

43‧‧‧槽孔 43‧‧‧Slots

44‧‧‧頂蓋 44‧‧‧Top cover

46‧‧‧限位翼片 46‧‧‧Limited Flap

62‧‧‧鋼筋 62‧‧‧Rebar

64‧‧‧支撐墊 64‧‧‧Support mat

66‧‧‧混凝土 66‧‧‧Concrete

68‧‧‧培養土 68‧‧‧Cultivated soil

70‧‧‧透水骨材 70‧‧‧Water-permeable aggregate

91‧‧‧模塊 91‧‧‧ module

911‧‧‧底板 911‧‧‧floor

912‧‧‧柱體 912‧‧‧Cylinder

913‧‧‧補強肋 913‧‧‧ reinforcing ribs

92‧‧‧鋼筋 92‧‧‧Rebar

第1圖 係本發明地坪模具預型結構立體分解示意圖。 Fig. 1 is a perspective exploded view showing the pre-form structure of the floor mold of the present invention.

第2圖 係第1圖所示實施例局部構件立體示意圖。 Fig. 2 is a perspective view showing a part of the embodiment shown in Fig. 1.

第3圖 係第1圖所示實施例局部構件另一施例立體示意圖。 Fig. 3 is a perspective view showing another embodiment of the partial member of the embodiment shown in Fig. 1.

第4圖 係第1圖所示實施例組合示意圖。 Fig. 4 is a schematic view showing the combination of the embodiments shown in Fig. 1.

第5圖 係第4圖所示實施例局部剖面示意圖。 Figure 5 is a partial cross-sectional view of the embodiment shown in Figure 4.

第6圖 係本發明地坪模具預型結構實施例示意圖(一)。 Fig. 6 is a schematic view (1) of an embodiment of a floor mold pre-structure of the present invention.

第7圖 係本發明地坪模具預型結構實施例示意圖(二)。 Figure 7 is a schematic view (2) of an embodiment of a floor mold pre-structure of the present invention.

第8圖 係本發明地坪模具預型結構實施例示意圖(三)。 Figure 8 is a schematic view (3) of an embodiment of a floor mold preform structure of the present invention.

第9圖 係習知模塊結構立體示意圖。 Figure 9 is a schematic perspective view of a conventional module structure.

以下請參照相關圖式進一步說明本發明地坪模具預型結構實施例。為便於理解本發明實施方式,以下相同元件係採相同符號標示說明。 Hereinafter, an embodiment of the floor mold preform structure of the present invention will be further described with reference to the related drawings. In order to facilitate the understanding of the embodiments of the present invention, the same components are denoted by the same reference numerals.

請參閱第1至7圖所示,本發明之地坪模具預型結構,大致係由可自然分解材料(例如紙材)製成之一基板20與至少一杯柱40所構成。 Referring to Figures 1 through 7, the floor mold preform structure of the present invention is generally constructed of a substrate 20 and at least one column 40 made of a naturally decomposable material (e.g., paper).

上述基板20,如第1圖所示,係具有一體成型之至少一套孔22、至少一連接凸部24、及至少一連接凹部26。所述基板20係為一片體,其輪廓包含但不限矩形或正方形。各該套孔22係頂、底貫穿基板20形成,具有一預設之幾何形輪廓。該凸部24與凹部26其輪廓相互匹配,且相反的配置於基板20之兩端上。實施時,凸部24與凹部26之輪廓係為鳩尾形(不限此實施例),或其它等效利用相互卡固或套疊定位之結 構,使各基板20的位置能相互約束定位即可。另外各套孔22之分布可呈矩陣配置或亂數配置。 The substrate 20, as shown in Fig. 1, has at least one set of holes 22, at least one connecting convex portion 24, and at least one connecting concave portion 26 integrally formed. The substrate 20 is a single piece whose outline includes, but is not limited to, a rectangle or a square. Each of the sleeve holes 22 is formed by the top and bottom through the substrate 20 and has a predetermined geometric profile. The convex portion 24 and the concave portion 26 have their contours matched to each other, and are oppositely disposed on both ends of the substrate 20. In implementation, the contours of the convex portion 24 and the concave portion 26 are dovetail-shaped (not limited to this embodiment), or other equivalently utilized knots that are mutually clamped or nested. The position of each substrate 20 can be constrained and positioned. In addition, the distribution of each set of holes 22 may be in a matrix configuration or a random number configuration.

上述杯柱40、40’,如第1至3圖所示,具有一體成型之一柱身42、一頂蓋44、及一限位翼片46。所述柱身42係為一中空管狀體,其輪廓係與基板20之套孔22匹配,包含但不限圓柱形、錐柱形、十字柱形(如第3圖)、米字柱形、三角柱形、四方柱形、或其它幾何形柱。所述頂蓋44係依柱身42截面輪廓形成之片狀體,並設於柱身42頂端面,用以封閉柱身42頂端之截面,且頂蓋44與柱身42連接處,環設有複數槽孔43,連通柱身42內部與外界。所述限位翼片46係沿柱身42底端外側向外延伸環設。 The cup holders 40, 40', as shown in Figs. 1 to 3, have an integrally formed column body 42, a top cover 44, and a limit flap 46. The column body 42 is a hollow tubular body whose contour is matched with the sleeve hole 22 of the substrate 20, including but not limited to a cylindrical shape, a tapered column shape, a cross column shape (as shown in FIG. 3), a m-shaped column shape, Triangular, square, or other geometric columns. The top cover 44 is a sheet-like body formed by the cross-sectional profile of the column body 42 and is disposed on the top end surface of the column body 42 for closing the cross section of the top end of the column body 42 and the top cover 44 is connected with the column body 42 and is ring-shaped. There are a plurality of slots 43 connecting the inside of the column 42 to the outside. The limiting fins 46 extend outwardly along the outer side of the bottom end of the column body 42.

是以,上述即為本發明所提供一較佳實施例,地坪模具預型結構各部構件介紹,接著再將本發明之組裝方式及使用特點介紹如下: Therefore, the above is a preferred embodiment of the present invention, the components of the floor mold pre-form structure are introduced, and then the assembly mode and the use characteristics of the present invention are introduced as follows:

請參閱第4至7圖所示,首先將至少一杯柱40依需求放置於整地後之工地地面上,再將基板20以套孔22套疊於杯柱40外周緣,讓基板20壓抵於杯柱40之限位翼片46上,維持杯柱40站立並固定於預設位置。另外,也可先將至少一杯柱40依需求套設於基板20之套孔22後,再將基板20及套設之各杯柱40一同放置於工地地面上。 Referring to Figures 4 to 7, first, at least one column 40 is placed on the ground of the construction site after the grounding, and the substrate 20 is sleeved on the outer periphery of the cup 40 by the sleeve hole 22, so that the substrate 20 is pressed against On the limit tab 46 of the cup post 40, the cup post 40 is maintained and fixed in a preset position. In addition, at least one of the pillars 40 may be sleeved on the sleeve hole 22 of the substrate 20, and then the substrate 20 and the sleeved cups 40 are placed on the construction site.

而各基板20之間則可透過端邊之凸部24與凹部26匹配套接,共同排列出一預設大小或形狀之施工面積,且各基板20間更能利用該凸部24與凹部26的扣接,達成穩固之定位效果。 The protrusions 24 of the end portions of the substrate 20 are matched with the recesses 26 to form a predetermined size or shape of the construction area, and the protrusions 24 and the recesses 26 are better utilized between the substrates 20 . The fastening is achieved to achieve a stable positioning effect.

接著配合鋼筋62與支撐墊64(例如混凝土塊、石塊等等)之設置(習知技藝)懸撐鋼筋62,並在混凝土66澆灌於 基板20上與各杯柱40之間時,可充分的填滿各杯柱40間距之空間並包覆鋼筋62(及支撐墊64),提昇整體的結構強度,亦可克服習知前案會有鋼筋外露的缺失。 Then, in conjunction with the arrangement of the reinforcing bars 62 and the support pads 64 (for example, concrete blocks, stones, etc.) (recommended art), the reinforcing bars 62 are suspended and poured in the concrete 66. When the substrate 20 is between the cups 40 and the cups 40, the space between the cups 40 can be fully filled and the steel bars 62 (and the support pads 64) can be covered to improve the overall structural strength, and the conventional case can be overcome. There is a lack of exposed steel.

待混凝土66乾燥固化後,利用高壓水柱或其它工具,將杯柱40之頂蓋44逐一擊破以形成開口,該杯柱40內部與外界連通,且可於杯柱40內放置培養土68植種花草植物,達到兼具植草綠化之透水性鋪面,且能實施於停車場、人行步道上。再者,本發明可讓雨水經由杯柱40之開口滲入地面,促使水資源能就地還原儲存於地下,而不是匯流於排水溝,無端的浪費水資源。 After the concrete 66 is dried and solidified, the top cover 44 of the cup column 40 is broken one by one by using a high-pressure water column or other tools to form an opening. The inside of the cup column 40 is connected to the outside, and the culture soil 68 can be placed in the cup column 40. Flowers and plants, to achieve the water-permeable pavement with both grass and green, and can be implemented in parking lots and pedestrian walkways. Furthermore, the present invention allows rainwater to seep into the ground through the opening of the cup column 40, so that the water resources can be restored to the ground in situ instead of being confluent in the drain, and the water resources are wasted.

請參閱第8圖所示,本發明實施於透水地表時,可在杯柱40內填充透水骨材70;該透水骨材70包含但不限透水混凝土、土壤、砂礫、碎石、或木屑。透過透水骨材70讓外部雨水可經由杯柱40開口,經填充之透水骨材70而滲入地面,達成透水(排水)以及將水資源能就地還原儲存於地下等效益。 Referring to Fig. 8, when the present invention is implemented on a water permeable surface, the cup column 40 may be filled with a water permeable aggregate 70; the water permeable aggregate 70 includes, but is not limited to, permeable concrete, soil, gravel, gravel, or wood chips. Through the water-permeable aggregate 70, the external rainwater can be opened through the cup column 40, and the filled water-permeable aggregate 70 penetrates into the ground, thereby achieving the benefits of water permeable (drainage) and the in-situ reduction and storage of water resources in the ground.

以上所述說明,僅為本發明的較佳實施方式而已,意在明確本發明的特徵,並非用以限定本發明實施例的範圍,本技術領域內的一般技術人員根據本發明所作的均等變化,以及本領域內技術人員熟知的改變,仍應屬本發明涵蓋的範圍。 The above description is only for the preferred embodiment of the present invention, and is intended to clarify the features of the present invention, and is not intended to limit the scope of the embodiments of the present invention. Changes that are well known to those skilled in the art are still within the scope of the invention.

20‧‧‧基板 20‧‧‧Substrate

22‧‧‧套孔 22‧‧‧ Set of holes

24‧‧‧連接凸部 24‧‧‧Connecting convex

26‧‧‧連接凹部 26‧‧‧Connecting recess

40‧‧‧杯柱 40‧‧‧ cup column

Claims (9)

一種地坪模具預型結構,係由可自然分解材料製成之一基板與至少一杯柱,其中:該基板,係為一片狀體,具有一體成型之至少一套孔,該套孔係頂、底貫穿該基板形成;以及該杯柱,係對應穿伸該套孔,具有一體成型之一柱身、一頂蓋、及一限位翼片;其中,該柱身係為一中空管狀體;該頂蓋係設於該柱身頂端面,封閉該柱身頂端之截面;該限位翼片係沿該柱身底端外側向外延伸環設,並與該基板朝下端面抵接。 A floor mold pre-formed structure is a substrate made of a naturally decomposable material and at least one column, wherein: the substrate is a piece-like body having at least one set of holes integrally formed, and the set of holes is topped The bottom is formed through the substrate; and the cup column correspondingly extends through the sleeve hole, has a column body integrally formed, a top cover, and a limiting wing; wherein the column body is a hollow tubular body The top cover is disposed on the top surface of the column body to close the cross section of the top end of the column body; the limiting edge piece is outwardly extended along the outer side of the bottom end of the column body, and abuts against the lower end surface of the substrate. 如申請專利範圍第1項所述之地坪模具預型結構,其中該基板更具有至少一凸部與至少一凹部,該凸部與該凹部其輪廓相互匹配,且相反的配置於該基板相對之兩邊。 The floor mold pre-structure according to claim 1, wherein the substrate further has at least one convex portion and at least one concave portion, the convex portion and the concave portion have their contours matched with each other, and the opposite arrangement is opposite to the substrate. On both sides. 如申請專利範圍第2項所述之地坪模具預型結構,其中該凹部與該凸部輪廓,略呈一鳩尾形。 The floor mold pre-structure according to claim 2, wherein the concave portion and the convex portion have a slightly dovetail shape. 如申請專利範圍第3項所述之地坪模具預型結構,其中該套孔係呈矩陣配置。 The floor mold pre-structure according to claim 3, wherein the set of holes is in a matrix configuration. 如申請專利範圍第1至4項中任一項所述之地坪模具預型結構,其中該頂蓋與該柱身連接處,環設有複數槽孔,以通該柱身內部與外界。 The floor mold pre-structure according to any one of claims 1 to 4, wherein the top cover is connected to the column body, and the ring is provided with a plurality of slots for passing through the inside of the column body and the outside. 如中請專利範圍第1項所述之地坪模具預型結構,其中該基板上可進一步的疊設有至少一支撐墊,提供施工時頂撐一鋼 筋。 The floor mold pre-structure according to the first item of the patent scope, wherein at least one support pad is further stacked on the substrate to provide a steel for the top support during construction. Tendons. 如申請專利範圍第6項所述之地坪模具預型結構,其中該支撐墊係選自混凝土塊、石塊或其組合。 The floor mold pre-structure according to claim 6, wherein the support mat is selected from the group consisting of concrete blocks, stones, or a combination thereof. 如申請專利範圍第1項所述之地坪模具預型結構,其中該基板與該杯柱配合一混凝土施工後,該杯柱之該柱身內可選擇性的充填一透水骨材。 The floor mold pre-structure according to claim 1, wherein the substrate and the cup column are matched with a concrete, and the column body is selectively filled with a water-permeable aggregate. 如申請專利範圍第8項所述之地坪模具預型結構,其中該透水骨材係選自透水混凝土、土壤、砂礫、碎石、或木屑其中之一或其組合。 The floor mold preform structure of claim 8, wherein the water permeable aggregate is selected from one or a combination of permeable concrete, soil, gravel, crushed stone, or wood chips.
TW105114418A 2016-05-10 2016-05-10 Floor mold pre-shaped structure TWI596254B (en)

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2433223Y (en) * 2000-07-21 2001-06-06 杨金松 Integral cup container capable of packing and hanging string paper cup
CN103461024A (en) * 2013-09-06 2013-12-25 赵艳丽 Modular green planting device adaptive to multiple curved surfaces and three-dimensional green method
TWM495384U (en) * 2014-10-22 2015-02-11 Hsin Lin Ting Botany Garden Co Ltd Support model base for opening type reinforced concrete

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2433223Y (en) * 2000-07-21 2001-06-06 杨金松 Integral cup container capable of packing and hanging string paper cup
CN103461024A (en) * 2013-09-06 2013-12-25 赵艳丽 Modular green planting device adaptive to multiple curved surfaces and three-dimensional green method
TWM495384U (en) * 2014-10-22 2015-02-11 Hsin Lin Ting Botany Garden Co Ltd Support model base for opening type reinforced concrete

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