TWM495384U - Support model base for opening type reinforced concrete - Google Patents

Support model base for opening type reinforced concrete Download PDF

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Publication number
TWM495384U
TWM495384U TW103218689U TW103218689U TWM495384U TW M495384 U TWM495384 U TW M495384U TW 103218689 U TW103218689 U TW 103218689U TW 103218689 U TW103218689 U TW 103218689U TW M495384 U TWM495384 U TW M495384U
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Taiwan
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base
reinforced concrete
open
model base
support
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TW103218689U
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Chinese (zh)
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xin-hong Lu
zong-yi Zhou
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Hsin Lin Ting Botany Garden Co Ltd
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Priority to TW103218689U priority Critical patent/TWM495384U/en
Publication of TWM495384U publication Critical patent/TWM495384U/en

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用於開孔型鋼筋混凝土之支撐模型座Support model base for open-hole reinforced concrete

本創作係有關於一種園藝栽培之支撐模型座,尤指用於人行道、公園步道、停車場、車道廣場…等地面,並供植草以達成綠化之功效者。This creation department is a supporting model base for horticultural cultivation, especially for the sidewalks, park trails, parking lots, driveway plazas, etc., and for planting grass to achieve the effect of greening.

按,一般人行道、公園步道、停車場、車道之地面係會以舖設植草磚之方式來綠化地坪並增進美觀,而傳統植草磚係透過混凝土灌漿製成鏤空之磚體,再將磚體舖設於地面並於鏤空之區域填充沃土後種植植物,以藉植草磚堅固、耐重壓之特性使植物不因踩踏或碾壓而死亡,而傳統植草磚雖能達成保護植物與綠化地坪之功效,然而施工上仍具有如下之缺失︰ 1.         傳統植草磚為能承受重量,故係以混凝土灌漿成型,使所完成之植草磚堅固耐用,然而,混凝土製成之植草磚不僅重量重,亦不便於搬運與裝設,此外,施工時,必需一塊一塊排列舖設,故需耗費大量人力與時間,不符經濟效益。 2.         傳統植草磚施工上為使地層能儲存水分,因此,施工時需先進行地面整平的動作,並於舖設碎石後完成植草磚之裝設,然而,該結構雖能藉碎石間空隙使水分能流入地層,但經過長時間使用後,其碎石可能因承受重量而位移,並因此導致地面不平整而使植草磚呈現參差不齊的現象,甚至影響行人安全。According to the general sidewalks, park trails, parking lots, and lanes, the ground floor will be used to lay the floor tiles and enhance the appearance. The traditional grass-planting bricks are made of hollow bricks by concrete grouting, and then the bricks are laid. Planting plants on the ground and filling the fertile soil in the hollowed out area, so that the plants can not be killed by stamping or crushing by the strong and heavy-resistance characteristics of the grass bricks, while the traditional grass-planting bricks can achieve the effect of protecting plants and greening floors. There are still the following defects in the construction: 1. The traditional grass-planting bricks can bear the weight, so the concrete is grouted to make the finished grass bricks durable. However, the concrete bricks are not only heavy, but also difficult to handle. And the installation, in addition, during construction, it must be arranged one by one, so it takes a lot of manpower and time, which is not economical. 2. In the traditional grass-planting brick construction, in order to make the ground layer store moisture, it is necessary to carry out the ground leveling action before the construction, and complete the installation of the grass-planting brick after laying the gravel. However, the structure can borrow the gravel room. The gap allows moisture to flow into the formation, but after a long period of use, the gravel may be displaced due to the weight, and thus the ground is uneven, which makes the grass bricks appear uneven and even affect pedestrian safety.

是以,為解決上述缺失,故中華民國公告第M381262號專利,係揭露一種「可植草混凝土地表及其模型塊」,其係以一體成型之可分解材料構成至少一矩形基板,並於該基板上設有複數立體狀之栽植部,且該栽植部之間形成複數補強肋,而位於基板四周緣分別設有至少一結合部以便組裝結合,藉此,於各栽植部之間搭設鋼筋,再於模型塊表面鑄設混凝土,以利用裸露之栽植部供種植花草植物。Therefore, in order to solve the above-mentioned deficiencies, the Republic of China Announcement No. M381262 discloses a "grassable concrete surface and a model block thereof" which is formed by integrally forming a decomposable material to form at least one rectangular substrate, and on the substrate A plurality of three-dimensional planting portions are arranged, and a plurality of reinforcing ribs are formed between the planting portions, and at least one joint portion is respectively disposed at a periphery of the substrate for assembly and assembly, thereby arranging steel bars between the planting portions, and then Concrete is cast on the surface of the model block to utilize the bare planting plant for planting flowers and plants.

而中華民國公告第M474040號專利,係揭露一種「用於舖面之支撐體」,其係於一底板上凸設複數立柱,並使立柱頂端形成突破面,且於各立柱之間連接有支撐肋條,以供鋼筋網架設,而能免去複雜的人工綁固工法,再透過將混凝土灌注於支撐體來提升結構強度,並利用擊破突破面以藉立柱內空間種植花草植物。The Republic of China Announcement No. M474040 discloses a "support for paving" which is formed by projecting a plurality of columns on a bottom plate and forming a breakthrough surface at the top of the column, and connecting support ribs between the columns. In order to erect the steel mesh, it can eliminate the complicated artificial binding method, and then inject concrete into the support to enhance the structural strength, and use the break surface to plant the plants and plants through the column space.

然而,上述前案雖皆能解決傳統植草磚重量重與施工繁複的問題,但其鋼筋均係直接架設於補強肋或支撐肋條上,故當模型塊或支撐體於土壤中分解後,鋼筋會直接與土壤接觸,長久下來會造成鋼筋鏽蝕,使結構強度受到破壞。However, although the above previous cases can solve the problem of heavy weight and complicated construction of traditional grass-planting bricks, the steel bars are directly erected on the reinforcing ribs or the supporting ribs, so when the model block or the support body is decomposed in the soil, the steel bars will Direct contact with the soil will cause corrosion of the steel bars over a long period of time and damage the structural strength.

有鑑於傳統植草磚具有重量重、不便搬運與施工繁複之問題,而改良之植草結構分解後容易使整體結構強度受到破壞,故仍有需改進之缺失。In view of the fact that traditional grass-planting bricks have the problems of heavy weight, inconvenient handling and complicated construction, and the improved plant structure is easily broken after the decomposition of the structure of the grass, the lack of improvement is still needed.

是以,本創作之目的乃是於模型座內設有複數鋼筋支撐塊,使鋼筋能架設於該鋼筋支撐塊上,並能與所灌注之混凝土融合為一體,以確實包覆鋼筋,提升結構強度。Therefore, the purpose of this creation is to provide a plurality of steel support blocks in the model base so that the steel bars can be erected on the steel support blocks and integrated with the poured concrete to ensure that the steel bars are covered and the structure is lifted. strength.

為達上述目的,本創作提出一種用於開孔型鋼筋混凝土之支撐模型座,其係包含一基座,該基座上設有複數內部中空之柱體,且該柱體具有一頂面,並於該柱體與柱體之間形成一夾掣區,而能供鋼筋支撐塊設置。In order to achieve the above object, the present invention proposes a support model base for an open-cell reinforced concrete, which comprises a base, the base is provided with a plurality of inner hollow cylinders, and the cylinder has a top surface. And a clamping zone is formed between the cylinder and the cylinder, and can be arranged for the reinforcing steel support block.

此外,本創作另提出一模型座之實施例,其係包含一基座,該基座上設有複數中空之柱體,且該柱體具有一頂面並於周圍形成有複數肋體,使柱體能藉由肋體而相互連通,並於肋體上設有一凹槽,以供鋼筋支撐塊設置。In addition, the present invention further provides an embodiment of a model base, which comprises a base, the base is provided with a plurality of hollow cylinders, and the cylinder has a top surface and a plurality of ribs are formed around the base. The cylinders can communicate with each other by the ribs, and a groove is provided on the ribs for the reinforcing bar support block.

藉此,透過於柱體之夾掣區或凹槽內設置鋼筋支撐塊,使鋼筋能舖設於該鋼筋支撐塊上方,並於灌注混凝土時與鋼筋支撐塊融合,使鋼筋確實包覆於混凝土內,以避免模型座於土壤中分解後,土壤直接接觸於鋼筋而造成鋼筋生鏽腐蝕,並能於達成環保功效之同時加強結構強度,延長使用壽命。此外,本創作之模型座內能供填置碎石,作為傳統植草磚、連鎖磚、陶磚或透水磚…等拼接式面層磚之底座使用,其係於模型座之柱體內填充碎石,而能利用模型座來支撐拼接式面層磚並兼具透水之功效,避免傳統採用碎石夯實作為拼接式面層磚之透水底層時,因底層下之土壤被水流失或浸濕,而使沒有固結在一起的碎石部份下移至土壤層,因而造成拼接式面層磚產生局部下陷、翹起或不平整之情況。Thereby, a reinforcing bar supporting block is arranged in the clamping region or the groove of the column, so that the steel bar can be laid above the reinforcing bar support block, and is fused with the reinforcing bar support block when the concrete is poured, so that the reinforcing bar is indeed covered in the concrete. In order to avoid the decomposition of the model seat in the soil, the soil directly contacts the steel bar and causes the steel bar to rust and corrode, and can achieve the environmental protection effect while strengthening the structural strength and prolonging the service life. In addition, the model base of the creation can be filled with gravel, which is used as a base of a mosaic tile, a brick, a terracotta tile or a permeable brick, etc., which is filled with a gravel in the column of the model base. The model base can be used to support the spliced surface brick and have the function of permeable to water, so as to avoid the traditional use of crushed stone tamping as the permeable bottom layer of the spliced surface brick, because the soil under the bottom layer is lost or wetted by water, The portion of the crushed stone that is not consolidated together is moved down to the soil layer, thereby causing partial collapse, lifting or unevenness of the spliced facing brick.

為使達成本創作目的之技術內容能有更完整的揭露,茲於以下內容詳述之,並請一併參閱所揭之圖式及圖號︰In order to make the technical content of this creative purpose more complete, please refer to the following details, and please refer to the drawings and drawings.

首先,請參閱第1圖所示,係本創作第一實施例之立體分解圖,該模型座1包含一基座11及複數鋼筋支撐塊12,該基座11為可分解之材料構成,並於上方設有複數內部中空之柱體111,而柱體111具有一頂面112,且於柱體111與柱體111之間形成一夾掣區114,較佳者,於柱體111周圍形成有複數肋體113,以補強並支撐柱體111,而該鋼筋支撐塊12係以混凝土塊製成,並供設置於夾掣區114內(如第2圖所示),此時,柱體111與柱體111之間為未連通狀態,並使每一柱體111之肋體113之間間隔有一鋼筋支撐塊12(配合參閱第3圖)。First, referring to FIG. 1 , an exploded perspective view of a first embodiment of the present invention, the model base 1 includes a base 11 and a plurality of reinforcing bar support blocks 12 , the base 11 is made of a decomposable material, and A plurality of inner hollow cylinders 111 are disposed on the upper portion, and the pillars 111 have a top surface 112, and a clamping region 114 is formed between the cylinders 111 and the cylinders 111. Preferably, the cylinders 111 are formed around the cylinders 111. There are a plurality of ribs 113 for reinforcing and supporting the column 111, and the reinforcing bar support block 12 is made of a concrete block and is disposed in the clamping region 114 (as shown in Fig. 2). At this time, the column body There is a non-connected state between the 111 and the column 111, and a reinforcing bar support block 12 is spaced between the ribs 113 of each of the columns 111 (refer to Fig. 3 for cooperation).

其次,請參閱第4圖所示,係本創作第一實施例組合之示意圖,使用時,係將基座11之端邊與另一基座11連接結合,以延長模型座1至所需之長度與面積,接著,將組裝好之模型座1置於已整平之地面,並於柱體111與柱體111之間架設呈同一方向之鋼筋2(配合參閱第5圖),使鋼筋2正好擺置於鋼筋支撐塊12上(配合參閱第6圖),再於鋼筋2上架設呈另一方向之鋼筋2,使鋼筋2縱橫交疊,並於交疊處利用鐵絲綁固,再透過灌注混凝土之方式形成一披覆層3(如第7圖所示),使披覆層3覆蓋於基座11,直至披覆層3與柱體111之頂面112等高(配合參閱第8圖)。Next, please refer to FIG. 4, which is a schematic diagram of the combination of the first embodiment of the present invention. In use, the end edge of the base 11 is coupled with another base 11 to extend the model base 1 to the desired one. Length and area, then, the assembled mold base 1 is placed on the leveled ground, and the steel bars 2 in the same direction are erected between the cylinder 111 and the cylinder 111 (refer to Fig. 5), so that the steel bars 2 Just placed on the steel support block 12 (refer to Figure 6), and then the steel bar 2 in the other direction is placed on the steel bar 2, so that the steel bars 2 overlap vertically and horizontally, and are tied with wire at the overlap, and then through In the manner of pouring concrete, a coating layer 3 is formed (as shown in FIG. 7), so that the coating layer 3 covers the pedestal 11 until the coating layer 3 is equal to the top surface 112 of the cylinder 111 (refer to Chapter 8 Figure).

由於鋼筋支撐塊12與披覆層3同樣係由混凝土構成,因此,能於灌注披覆層3之同時與鋼筋支撐塊12融合為一體,使鋼筋2完全包覆於混凝土中,待混凝土乾涸後,則構成一能供植草之混凝土地面,並能去除柱體111之頂面112後,於柱體111內部填入土壤4,以供種植植物(配合參閱第9圖)。當柱體111隨著使用時間而於土壤4中分解時(配合參閱第10圖),已填入土壤之種植空間仍能藉披覆層3與鋼筋支撐塊12維持分離狀態,使鋼筋2不因柱體111分解而接觸到土壤4,並避免鋼筋2生鏽腐蝕。Since the steel support block 12 and the cover layer 3 are made of concrete, it can be integrated with the steel support block 12 while being filled with the cover layer 3, so that the steel bar 2 is completely covered in the concrete, after the concrete is dried Then, a concrete floor capable of planting grass is formed, and after the top surface 112 of the column 111 is removed, the soil 4 is filled in the interior of the column 111 for planting plants (refer to Fig. 9). When the column 111 is decomposed in the soil 4 with the use time (refer to Fig. 10), the planting space filled with the soil can still be separated from the reinforcing bar 12 by the coating layer 3, so that the reinforcing bar 2 does not The column body 111 is decomposed to contact the soil 4, and the steel bar 2 is prevented from being rusted and corroded.

接著,請參閱第11圖所示,係本創作第二實施例之立體圖,該柱體115係能以波浪狀之形式構成,以藉其波浪形狀來加強柱體115之結構強度,而能省略肋體113(圖中未顯示)之設置,並能透過波浪狀柱體115所形成之凹溝116來嵌設鋼筋支撐塊12(配合參閱第12圖),使鋼筋2同樣能架設於鋼筋支撐塊12上,並於灌注入混凝土後達成包覆鋼筋2之效果。Next, referring to FIG. 11, a perspective view of a second embodiment of the present invention, the column 115 can be formed in a wave shape to enhance the structural strength of the column 115 by its wave shape, and can be omitted. The ribs 113 (not shown) are disposed, and the reinforcing bars 12 can be embedded through the grooves 116 formed by the undulating columns 115 (refer to FIG. 12), so that the reinforcing bars 2 can also be erected on the reinforcing bars. On block 12, the effect of covering the reinforcing bars 2 is achieved after pouring into the concrete.

另外,請接著參閱第13圖所示,係本創作第三實施例之立體分解圖,於本創作之另一實施例中,該模型座1包含一基座11及複數鋼筋支撐塊12,該基座11為可分解之材料構成,並設有複數中空之柱體111,且柱體111具有一頂面112,並於柱體111周圍形成有複數肋體113以補強與支撐柱體111,且使各柱體111之間藉由肋體113而相互連通,並於肋體113上設有一凹槽1131,而該鋼筋支撐塊12係以混凝土製成,並供設置於凹槽1131內。In addition, please refer to FIG. 13 , which is a perspective exploded view of a third embodiment of the present invention. In another embodiment of the present invention, the model base 1 includes a base 11 and a plurality of reinforcing bar support blocks 12 . The pedestal 11 is made of a decomposable material, and is provided with a plurality of hollow cylinders 111. The cylinder 111 has a top surface 112, and a plurality of ribs 113 are formed around the cylinder 111 to reinforce and support the pillars 111. The pillars 111 are connected to each other by the ribs 113, and a recess 1131 is formed on the ribs 113. The reinforcing bar support block 12 is made of concrete and disposed in the recess 1131.

接著,請參閱第14圖所示,係本創作第三實施例使用狀態一之示意圖,使用時,係於柱體111間架設呈同一方向之鋼筋2,使鋼筋2正好擺置於鋼筋支撐塊12上(配合參閱第15圖),再於鋼筋2上架設呈另一方向之鋼筋2,使鋼筋2縱橫交疊,並於交疊處利用鐵絲綁固,再透過灌注混凝土之方式形成一披覆層3(如第16圖所示),使披覆層3覆蓋於基座11,直至披覆層3與柱體111之頂面112等高,使披覆層3與鋼筋支撐塊12融合為一體,而讓鋼筋2完全包覆於混凝土中,待混凝土乾涸後,則構成一能供植草之混凝土地面,並能去除柱體111之頂面112後(配合參閱第17圖),於柱體111內部填入土壤4,以供種植植物,且柱體111間為相互連通狀態,故能使水分擴散的更均勻。當柱體111隨著使用時間而於土壤4中分解時(配合參閱第18圖),已填入土壤4之種植空間仍能藉披覆層3與鋼筋支撐塊12而維持分離狀態,使鋼筋2不因柱體111分解即接觸到土壤4,而能避免鋼筋2生鏽腐蝕。Next, please refer to FIG. 14 , which is a schematic diagram of the state of use of the third embodiment of the present invention. In use, the reinforcing bars 2 are erected in the same direction between the columns 111 so that the reinforcing bars 2 are placed on the reinforcing bars. 12 (with reference to Figure 15), and then reinforced steel 2 in the other direction on the steel bar 2, so that the steel bars 2 overlap vertically and horizontally, and are tied with wire at the overlap, and then formed by pouring concrete The cladding layer 3 (as shown in Fig. 16) covers the cladding layer 3 to the susceptor 11 until the cladding layer 3 is equal to the top surface 112 of the cylinder 111, so that the cladding layer 3 is fused with the reinforcing steel support block 12. As a whole, the steel bar 2 is completely covered in the concrete, and after the concrete is dried, it forms a concrete ground for planting grass, and can remove the top surface 112 of the column 111 (refer to Fig. 17) The inside of the body 111 is filled with the soil 4 for planting the plants, and the columns 111 are in a state of mutual communication, so that the water can be more uniformly diffused. When the column 111 is decomposed in the soil 4 with the use time (refer to Fig. 18), the planting space filled with the soil 4 can still maintain the separation state by the coating layer 3 and the reinforcing bar support block 12, so that the reinforcing bar 2 It is not caused by the decomposition of the column 111 to contact the soil 4, and the corrosion of the steel bar 2 can be avoided.

請接著參閱第19圖所示,係本創作第四實施例之立體分解圖,該模型座1能透過鋼筋支撐塊12提高鋼筋2(圖中未顯示)架設之穩定度,其係於鋼筋支撐塊12上開有一缺口121,並將鋼筋支撐塊12設置於肋體113之凹槽1131內,而能於架設鋼筋2時(配合參閱第20圖),將鋼筋2嵌合於鋼筋支撐塊12之缺口121內,使鋼筋2不易滑移走位,以便於灌注混凝土並提高結構強度。Please refer to FIG. 19, which is a perspective exploded view of the fourth embodiment of the present invention. The model base 1 can improve the stability of the reinforced steel 2 (not shown) through the reinforcing bar support block 12, which is attached to the steel bar support. A block 121 is formed in the block 12, and the reinforcing bar support block 12 is disposed in the groove 1131 of the rib 113, and the reinforcing bar 2 can be fitted to the reinforcing bar support block 12 when the reinforcing bar 2 is erected (refer to FIG. 20). In the notch 121, the steel bar 2 is not easily slipped to facilitate the concrete pouring and the structural strength.

此外,該模型座1亦能作為傳統植草磚、連鎖磚、陶磚或透水磚…等拼接式面層磚5之底座使用,請參閱第21~23圖所示,其係待灌注混凝土並構成披覆層3後,去除柱體111之頂面112(圖中未顯示),並於柱體111內填置碎石6,再於柱體111上舖設植草磚、連鎖磚、陶磚或透水磚…等拼接式面層磚5,並於種植空間51填充土壤4以供種植,而能利用模型座1來支撐拼接式面層磚5並同時達成透水之功效,並能於柱體111隨使用時間而分解時,透過披覆層3、鋼筋支撐塊12與鋼筋2維持模型座1之堅固性,避免傳統採用碎石夯實作為拼接式面層磚5之透水底層時,因底層下之土壤4被水流失或浸濕,而使沒有固結在一起的碎石6部份下移至土壤層,因而造成拼接式面層磚5產生局部下陷、翹起或不平整之情況。In addition, the model base 1 can also be used as the base of the spliced surface brick 5 such as the traditional grass brick, interlocking brick, terracotta or permeable brick... Please refer to the figures 21~23, which are to be poured into concrete and constitute After the coating layer 3 is removed, the top surface 112 of the column 111 (not shown) is removed, and the crushed stone 6 is filled in the column 111, and the grass brick, interlocking brick, ceramic tile or water permeable is laid on the column 111. Bricks, etc., splicing surface bricks 5, and filling the soil 4 in the planting space 51 for planting, and the model base 1 can be used to support the splicing surface bricks 5 and at the same time achieve the effect of water permeable, and can be used in the column 111 When decomposing by time, the sturdiness of the model base 1 is maintained through the cladding layer 3, the reinforcing steel support block 12 and the reinforcing steel 2, and the conventional use of crushed stone tamping as the permeable layer of the spliced surface layer brick 5 is 4 The water is lost or soaked, and the part 6 of the gravel which is not consolidated together is moved down to the soil layer, thereby causing partial collapse, lifting or unevenness of the spliced surface brick 5.

是以,使用本創作之模型座1顯然能達成如下之功效︰ 1.         本創作透過可分解材料製成之基座11與鋼筋支撐塊12構成模型座1,並於架設鋼筋2後灌注混凝土以形成一披覆層3,而能利用基座11所設之柱體111種植植物,並透過混凝土地面來達成保護植物之功效。 2.         本創作係於模型座1組裝結合完成後,始進行混凝土灌注動作,而能利用模型座1本體重量輕且易於搬運之優點,減少施工工序並節省成本。 3.         本創作之鋼筋2係設置於鋼筋支撐塊12上,並透過混凝土灌注使所形成之披覆層3與鋼筋支撐塊12融合,以藉此完全包覆鋼筋2,避免鋼筋2接觸潮溼土壤4而生鏽腐蝕,並能強化結構,延長使用壽命。 4.         本創作能透過於模型座1之柱體111內填置碎石6,並於柱體111上舖設植草磚、連鎖磚、陶磚或透水磚…等拼接式面層磚5,以藉混凝土灌注使所形成之披覆層3將碎石6固定於模型座1內,並避免上方之拼接式面層磚5因碎石6滑移而翹起或不平整,故能確實提升拼接式面層磚5之堅固與耐用度。Therefore, the use of the model base 1 of the present invention can obviously achieve the following effects: 1. The present invention forms a model base 1 by a base 11 made of a decomposable material and a reinforcing bar support block 12, and is poured with concrete after erecting the steel bar 2 A coating layer 3 is formed, and the plant 111 can be used to grow plants by using the column 111 provided by the base 11, and the effect of protecting the plants can be achieved through the concrete floor. 2. This creation is based on the completion of the assembly and integration of the model base 1, and the concrete pouring operation is started, and the weight of the main body of the model base 1 is easy to carry, and the construction process is reduced and the cost is saved. 3. The steel reinforcement 2 of the present invention is placed on the steel support block 12, and the formed cladding layer 3 is fused with the steel support block 12 through concrete pouring, thereby completely covering the steel bar 2, and avoiding the steel bar 2 contacting the moist soil. 4 rust and corrosion, and can strengthen the structure and extend the service life. 4. The creation can be filled with gravel 6 in the cylinder 111 of the model base 1, and the splicing surface brick 5 such as grass brick, interlocking brick, ceramic brick or permeable brick is laid on the column 111 to borrow The concrete infusion causes the formed coating layer 3 to fix the crushed stone 6 in the model base 1, and avoids the upper splicing surface layer brick 5 being lifted or uneven due to the slippage of the crushed stone 6, so that the splicing type can be surely lifted. The durability and durability of the facing bricks 5.

綜上所述,本創作確實已突破傳統並具有改良及創新之創作內容且能具體實施,理應符合新型專利之法定要件,爰依法提出專利申請,懇請 鈞局審查委員授予合法專利權,以勵創作,至感德便。In summary, this creation has indeed broken through the tradition and has improved and innovative creation content and can be specifically implemented. It should meet the statutory requirements of the new patent, and file a patent application according to law, and invite the examination committee of the bureau to grant legal patent rights. Creation, to the sense of virtue.

惟以上所述者,僅為本創作之較佳實施例,並非用以限定本創作之實施範圍,凡未脫離本創作技藝精神所為之變化與修飾,皆為本創作專利範圍所涵蓋。However, the above descriptions are merely preferred embodiments of the present invention, and are not intended to limit the scope of implementation of the present invention. Any changes and modifications that are not departing from the spirit of the present invention are covered by the scope of the present invention.

本創作︰
1‧‧‧模型座
11‧‧‧基座
111‧‧‧柱體
112‧‧‧頂面
113‧‧‧肋體
1131‧‧‧凹槽
114‧‧‧夾掣區
115‧‧‧柱體
116‧‧‧凹溝
12‧‧‧鋼筋支撐塊
121‧‧‧缺口
2‧‧‧鋼筋
3‧‧‧披覆層
4‧‧‧土壤
5‧‧‧拼接式面層磚
51‧‧‧種植空間
6‧‧‧碎石
This creation:
1‧‧‧Model Block 11‧‧‧Pedestal 111‧‧‧Cylinder 112‧‧‧Top 113‧‧‧ Ribs 1131‧‧‧ Groove 114‧‧‧ Sandwich Zone 115‧‧‧ Column 116 ‧ ‧ 凹 12 ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧ ‧‧‧gravel

第1圖係本創作第一實施例之立體分解圖。 第2圖係本創作第一實施例之立體圖。 第3圖係本創作第一實施例之局部剖視圖。 第4圖係本創作第一實施例組合之示意圖。 第5圖係本創作第一實施例使用狀態一之示意圖。 第6圖係本創作第一實施例使用狀態一之局部剖視圖。 第7圖係本創作第一實施例使用狀態二之立體圖。 第8圖係本創作第一實施例使用狀態二之局部剖視圖。 第9圖係本創作第一實施例使用狀態三之局部剖視圖。 第10圖係本創作第一實施例使用狀態四之局部剖視圖。 第11圖係本創作第二實施例之立體圖。 第12圖係本創作第二實施例之局部剖視圖。 第13圖係本創作第三實施例之立體分解圖。 第14圖係本創作第三實施例使用狀態一之示意圖。 第15圖係本創作第三實施例使用狀態一之局部剖視圖。 第16圖係本創作第三實施例使用狀態二之局部剖視圖。 第17圖係本創作第三實施例使用狀態三之局部剖視圖。 第18圖係本創作第三實施例使用狀態四之局部剖視圖。 第19圖係本創作第四實施例之立體分解圖。 第20圖係本創作第四實施例之局部剖視圖。 第21圖係本創作第五實施例之立體分解圖。 第22圖係本創作第五實施例之局部剖視圖。 第23圖係本創作第五實施例之使用示意圖。Fig. 1 is a perspective exploded view of the first embodiment of the present creation. Fig. 2 is a perspective view of the first embodiment of the present creation. Figure 3 is a partial cross-sectional view showing the first embodiment of the present creation. Figure 4 is a schematic diagram showing the combination of the first embodiment of the present creation. Fig. 5 is a schematic view showing the state of use of the first embodiment of the present invention. Fig. 6 is a partial cross-sectional view showing the state of use of the first embodiment of the present invention. Fig. 7 is a perspective view showing the second embodiment of the first embodiment of the present invention. Figure 8 is a partial cross-sectional view showing the second embodiment of the first embodiment of the present invention. Figure 9 is a partial cross-sectional view showing the state of use of the first embodiment of the present invention. Figure 10 is a partial cross-sectional view showing the state of use of the first embodiment of the present invention. Figure 11 is a perspective view of a second embodiment of the present creation. Figure 12 is a partial cross-sectional view showing a second embodiment of the present creation. Figure 13 is a perspective exploded view of the third embodiment of the present creation. Fig. 14 is a schematic view showing the state of use of the third embodiment of the present creation. Figure 15 is a partial cross-sectional view showing the state of use of the third embodiment of the present invention. Figure 16 is a partial cross-sectional view showing the second embodiment of the third embodiment of the present invention. Figure 17 is a partial cross-sectional view showing the third embodiment of the third embodiment of the present invention. Figure 18 is a partial cross-sectional view showing the fourth embodiment of the third embodiment of the present invention. Figure 19 is a perspective exploded view of the fourth embodiment of the present creation. Figure 20 is a partial cross-sectional view showing a fourth embodiment of the present creation. Figure 21 is a perspective exploded view of the fifth embodiment of the present creation. Figure 22 is a partial cross-sectional view showing a fifth embodiment of the present creation. Figure 23 is a schematic view showing the use of the fifth embodiment of the present creation.

1‧‧‧模型座 1‧‧‧ model base

11‧‧‧基座 11‧‧‧Base

111‧‧‧柱體 111‧‧‧Cylinder

112‧‧‧頂面 112‧‧‧ top surface

113‧‧‧肋體 113‧‧‧ ribs

114‧‧‧夾掣區 114‧‧‧掣区

12‧‧‧鋼筋支撐塊 12‧‧‧ steel support block

Claims (18)

一種用於開孔型鋼筋混凝土之支撐模型座,包含︰ 一基座,該基座上設有複數內部中空之柱體,且該柱體具有一頂面,並於該柱體與柱體之間形成一夾掣區;以及 複數鋼筋支撐塊,該鋼筋支撐塊係供固定於該基座之夾掣區。A support model base for an open-hole reinforced concrete, comprising: a base, the base is provided with a plurality of inner hollow cylinders, and the cylinder has a top surface, and the pillar and the cylinder Forming a clamping region; and a plurality of reinforcing steel support blocks for fixing to the clamping region of the base. 如請求項1所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該基座係以可分解材料構成。A support model base for an open-cell type reinforced concrete according to claim 1, wherein the base is made of a decomposable material. 如請求項1所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該柱體周圍設有複數肋體。A support model base for an open-cell type reinforced concrete according to claim 1, wherein a plurality of ribs are provided around the cylinder. 如請求項1所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該模型座更包含一披覆層,該披覆層係覆蓋於該基座,並使該披覆層與該柱體之頂面等高。The support model base for an open-cell type reinforced concrete according to claim 1, wherein the mold base further comprises a coating layer covering the base and the covering layer and the coating layer The top surface of the cylinder is contoured. 如請求項4所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該披覆層為鋼筋混凝土。The support model base for an open-cell type reinforced concrete according to claim 4, wherein the cover layer is reinforced concrete. 如請求項1所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該鋼筋支撐塊為混凝土塊。The support model base for an open-cell type reinforced concrete according to claim 1, wherein the steel support block is a concrete block. 一種用於開孔型鋼筋混凝土之支撐模型座,包含︰ 一基座,該基座上設有複數中空之柱體,且該柱體具有一頂面,並於該柱體周圍形成有複數肋體,該柱體藉由該肋體而相互連通,並於該肋體上設有一凹槽; 複數鋼筋支撐塊,該鋼筋支撐塊係置於該凹槽內。A support model base for an open-hole reinforced concrete, comprising: a base, the base is provided with a plurality of hollow cylinders, and the cylinder has a top surface, and a plurality of ribs are formed around the cylinder The body is connected to each other by the rib, and a groove is disposed on the rib; a plurality of reinforcing bar support blocks are disposed in the groove. 如請求項7所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該基座係以可分解材料構成。A support model base for an open-cell type reinforced concrete according to claim 7, wherein the base is made of a decomposable material. 如請求項7所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該模型座更包含一披覆層,該披覆層係覆蓋於該基座,並使該披覆層與該柱體之頂面等高。The support model base for an open-cell type reinforced concrete according to claim 7, wherein the mold base further comprises a coating layer covering the base and the covering layer and the coating layer The top surface of the cylinder is contoured. 如請求項9所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該披覆層為鋼筋混凝土。The support model base for an open-cell type reinforced concrete according to claim 9, wherein the cover layer is reinforced concrete. 如請求項7所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該鋼筋支撐塊為混凝土塊。The support model base for an open-cell type reinforced concrete according to claim 7, wherein the steel support block is a concrete block. 如請求項7所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該鋼筋支撐塊具有一缺口。The support model base for an open-cell type reinforced concrete according to claim 7, wherein the steel support block has a notch. 一種用於開孔型鋼筋混凝土之支撐模型座,包含︰ 一基座,該基座上設有複數內部中空之柱體,且該柱體具有一頂面,並於該柱體與柱體之間形成一夾掣區; 複數鋼筋支撐塊,該鋼筋支撐塊係供固定於該基座之夾掣區; 複數鋼筋,係置於該鋼筋支撐塊上;以及 一披覆層,該披覆層係覆蓋於該基座,並使該披覆層與該柱體之頂面等高。A support model base for an open-hole reinforced concrete, comprising: a base, the base is provided with a plurality of inner hollow cylinders, and the cylinder has a top surface, and the pillar and the cylinder Forming a clamping zone; a plurality of reinforcing bar support blocks for fixing to the clamping zone of the base; a plurality of reinforcing bars disposed on the reinforcing bar support block; and a covering layer, the covering layer The cover is covered by the base and the cover layer is equidistant with the top surface of the cylinder. 如請求項13所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該基座係以可分解材料構成。A support model base for an open-cell type reinforced concrete according to claim 13, wherein the base is formed of a decomposable material. 如請求項13所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該鋼筋支撐塊為混凝土塊。The support model base for an open-cell type reinforced concrete according to claim 13, wherein the steel support block is a concrete block. 如請求項13所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該披覆層為鋼筋混凝土。The support model base for an open-cell type reinforced concrete according to claim 13, wherein the cover layer is reinforced concrete. 如請求項13所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該模型座上方設有複數拼接式面層磚。The supporting model base for the open-type reinforced concrete according to claim 13, wherein a plurality of splicing surface tiles are arranged above the model seat. 如請求項17所述之用於開孔型鋼筋混凝土之支撐模型座,其中,該拼接式面層磚為植草磚、連鎖磚、陶磚或透水磚。The support model base for the open-type reinforced concrete according to claim 17, wherein the spliced surface brick is a grass brick, a chain brick, a ceramic brick or a water permeable brick.
TW103218689U 2014-10-22 2014-10-22 Support model base for opening type reinforced concrete TWM495384U (en)

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TWI613346B (en) * 2015-04-13 2018-02-01 昕麟庭園藝有限公司 Rooftop heat insulation apparatus

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI613346B (en) * 2015-04-13 2018-02-01 昕麟庭園藝有限公司 Rooftop heat insulation apparatus
CN106894312A (en) * 2015-12-18 2017-06-27 甘立成 Disposable high-mechanic environmental protection grass planting mould
TWI596254B (en) * 2016-05-10 2017-08-21 Lin Yan-Ting Floor mold pre-shaped structure

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