TW200831754A - Rebar support chair - Google Patents

Rebar support chair Download PDF

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Publication number
TW200831754A
TW200831754A TW96137362A TW96137362A TW200831754A TW 200831754 A TW200831754 A TW 200831754A TW 96137362 A TW96137362 A TW 96137362A TW 96137362 A TW96137362 A TW 96137362A TW 200831754 A TW200831754 A TW 200831754A
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TW
Taiwan
Prior art keywords
support
receiving area
base
legs
pair
Prior art date
Application number
TW96137362A
Other languages
Chinese (zh)
Inventor
Clifford D Bennett
Kenneth Lee
Original Assignee
Dayton Superior Corp
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Publication date
Priority claimed from US11/626,331 external-priority patent/US20070193189A1/en
Application filed by Dayton Superior Corp filed Critical Dayton Superior Corp
Publication of TW200831754A publication Critical patent/TW200831754A/en

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  • Chairs Characterized By Structure (AREA)

Abstract

A chair for supporting and spacing concrete reinforcement members having an integrally formed body including an upper receiving area and a lower base, where the receiving area includes a vertical fin defining and open notch for receiving a concrete reinforcement member. The receiving area may further include a gusset projecting from the vertical fin and extending upward to define a medical, lowest portion of the associated open notch. The vertical fin and gusset are adaptable such that chairs having different heights can be manufactured using a single molding apparatus.

Description

200831754 九、發明說明: 【發明所屬之技術領域】 本發明大體上關於用在施工活動中用來將鋼加強構 件支撐於混凝土結構内的支撐座和隔塊,特定言之係關於 一種可靠地固持鋼筋、後拉鋼索、鐵棒及類似物的可堆聂 支撐座。 【先前技術】200831754 IX. INSTRUCTIONS OF THE INVENTION: TECHNICAL FIELD OF THE INVENTION The present invention generally relates to support seats and spacers used in construction activities for supporting steel reinforcement members in concrete structures, in particular with respect to a reliable hold Reinforced, post-drawn steel cables, iron rods and the like. [Prior Art]

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20 支撐座或隔塊為營建業經常用來將鋼加強構件嬖如 後拉鋼索及/或鋼筋支撐並定位在一表面上方一適當距 離。鋼筋通常成列或網格配置在一欲澆灌混凝土的區域 内,且在混凝土灌入其周遭之時鬆鬆地保持在定位。在常 悲使用中,一形成於支撐座上的接收區會接觸並支撐著鋼 筋,同時支撐座之底座放在一層板上或一地基上。 鋼加強構件在混凝土板内依據已知設計施工規範的 正確間隔和排列會對混凝土結構之結構強度和整體性造 成大幅影響。此等鋼加強件需要充分覆蓋㈣免鋼材暴霖 於濕氣穿紐賴仙之影響。_旦鋼材暴露於含有化學 物之濕氣的影響,腐蝕作用即開始進行。 習知支撐座具有將鋼筋或後拉鋼索安全適當地支稽 於-混凝土結_之絲的縫特徵 ,望特徵。舉例來說,授證給細一^ 弟5,729,949麵不—種易於堆疊 空錐形本體使必要運輸时”的量最小化。此等 5 200831754 具有支腳且在支腳之間有孔隙以允許混凝土流入支撐座 之中空内部空間。工人可以一次攜載多個支撐座且在一工 地置放許多支撐座而不用重複走到貯料區。 5 10 1520 Supports or spacers are often used by the construction industry to support and position steel reinforcement members such as steel cables and/or steel bars at a suitable distance above a surface. The reinforcing bars are usually arranged in columns or grids in an area where the concrete is to be poured, and loosely held in position as the concrete is poured into its surroundings. In conventional use, a receiving area formed on the support base contacts and supports the steel ribs while the base of the support base is placed on a floor or a foundation. The correct spacing and arrangement of steel reinforcement members in concrete slabs in accordance with known design and construction specifications can have a significant impact on the structural strength and integrity of the concrete structures. These steel reinforcements need to be fully covered (4) to avoid the impact of moisture on the wet weather. When the steel is exposed to moisture containing chemicals, the corrosion begins. The conventional support seat has the seam feature and the desired feature of the steel bar or the rear pull cable which is safely and properly supported by the concrete knot. For example, the award is given to the number of 5,729,949 faces that are easy to stack and the empty cone body is made to minimize the amount of necessary transportation. These 5 200831754 have legs and have holes between the legs to allow concrete It flows into the hollow interior of the support. Workers can carry multiple support seats at a time and place many support seats at a worksite without repeatedly going to the storage area. 5 10 15

20 授證給Haslem等人之美國專利第6,089,522號揭示一 種可堆疊高支撐座,其具有一下部底座部分、一上部連接 邛分及一上部支撐面。該上部支撐面包含連結該上部支撐 面之相對隅角的等分橫桿。斜坡面從該支撐面往上延伸用 ,將,筋沿該上部面定位。該上部支撐面亦包含允許一頭 P件文衣於支撐座的複數個孔,藉此允許支撐座之高度易 於調整。 ia官以上所述習知支稽座可能適用於其各自的特定 鋼筋支时堆疊的支心,其必須高到足以將 單強“構::广段顯著距離之處,但也要有-簡 均-化底t分:;^要—種經濟型支稽座,其應具有一 在不同言声楹徂士 ”壬一體但可调適的接收區部分,致使 塑裝置製造。撑效果的複數個支撐座可利用單一模 【發明内容]No. 6,089,522 to Haslem et al. discloses a stackable high support having a lower base portion, an upper joint portion and an upper support surface. The upper support surface includes a bisector crossbar that joins the opposite corners of the upper support surface. The slope surface extends upward from the support surface, and the rib is positioned along the upper surface. The upper support surface also includes a plurality of holes that allow a P piece of clothing to be placed on the support, thereby allowing the height of the support to be easily adjusted. The conventional branch of the above-mentioned iaguan may be applicable to the core of the stacking of their respective specific steel bars, which must be high enough to be single strong:: a significant distance from the wide section, but also have a simple The average - the bottom of the t points:; ^ wants - a kind of economical support, it should have a different voice, gentleman, but the adjustable receiving area, resulting in the manufacture of plastic devices. A plurality of support seats for supporting the effect can utilize a single mode [invention content]

因此,本發明之—从H 設計的支撐座,、疋一種具備簡單但強固 顯著距離之處。以將鋼筋切於—表面上方一 座,其重量輕_能^月之另目的為提出—種高的支 的是提出-種高 麵肋支接座’其具備—允許該支撐座 200831754 =立:巧底座。本發明之另一目的是提出一種鋼筋支 牙〜可豐入另一支樓座内以提供—種更有效.率的打 ^支二:及ft法。本發明之更另—目的是提出-種鋼 肋支按座,其包卜可調適用以將_ 不同高度的-體接㈣,且其可利用單—模塑裝置^方 本發明ί更另—目的是提出—種由耐久性不腐⑽料製 成的塑膠支撐座,其易於製造且易於使用。 又Therefore, the present invention is a support frame designed from H, which has a simple but strong significant distance. To cut the steel bar to a surface above the surface, its light weight _ can be used for the purpose of the moon - the high branch is proposed - the kind of high-face rib support block 'has it - allows the support seat 200831754 = stand: Clever base. Another object of the present invention is to provide a steel bar that can be filled into another building to provide a more efficient rate of the two: and the ft method. A further object of the present invention is to provide a steel rib support base, the cover of which can be adjusted to apply _ different heights to the body (four), and which can be used with a single-molding device. - The purpose is to propose a plastic support made of durable non-corrosive (10) material which is easy to manufacture and easy to use. also

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簡言之,以上目的由一種具有一中空本體的大致漏斗 狀支撑座達成,其具備—内表面、—外表面、—接收區、 及-底座:該底座界定一下部開口且適於置放在一平坦支 撐面上。該接收區適於接收並支撐鋼筋。該支撐座之下部 開口大於該接收區’且該内表面和外表㈣大致彼此互補 以允許複@數個支撐座堆疊於彼此之内以供貯存和運輸。 又此堆定特彳政允許工人在將支撐座放到期望位置的過程 中攜載一堆支撐座。 在本發明之一觀點中,該接收區包含第一對和第二對 曲、、泉^/凹口,其中该第二對被定向成與該第一對相隔九十 度三該第一對凹口具有一第一深度,且該第二對凹口具有 一第二深度。該第一對比該第二對深,因此該支撐座能夠 將鋼筋支撐在不同高度彼此成垂直關係。該接收區視需要 可包含複數個橋件。橋件係一跨越支撐座本體内之成對凹 口母一者間之距離的帶狀材料。此等橋件可協助更進一步 提高支撐座之支撐強度,且可連接該等凹口之中間最下部 部分(或稱溝部)。 7 20 200831754 在本發明之另一觀點中, 等支腳界定複數個孔隙,I該等"「隙n?個支腳’該 動通過該支撐座。該等切較佳呈#許混凝土流 有-條加厚的材^ 等支腳較佳 被這些加厚區域加強藉 10 15 20 等支腳之二者更包含自其;底座具有四個支腳’該 個支腳則無足構件。在此觀% m的=件’另外兩 彼此相對的切㈣。在另1定5觀2構=從直徑向 個支腳,其中相鄰支腳由'1 ▲點中,该底座具有四 輯匕秘1/ 水平樓件連結。在此觀點中, 二、7 # χ、同形成—封閉的幾何造型箍圈以防止兮 寻支腳挫曲或散開。 ^ 在本發明之另-觀點中,該底座包含上部和下 =下部支腳是主要支腳組且大於上部支腳。該接收區^ ^專上部支腳和下部支腳支撐,其中上部支腳從該接收區 ,下延伸,且下部支腳從該等上部支腳往下延伸。在一护 定觀點中,該等上部支腳可在其外表面上包含往上延伸^ 肋。該等肋沿著該等上部支腳之每一者在上部支腳與下部 支腳的接合處之間延伸。在此觀點中,該支撐座可被製作 成比省知技藝之其他支撐座雨出許多,且為輕量但仍夠強 固足以牢固地支撐著鋼筋,不會在鋼筋的重量下崩塌。較 佳來說,該支撐座最好是製作成單件式物體,致使該支璋 座得以具備有一頭件安置在一基礎支撐座頂上之支撐座 的高度和強度,但其卻是具備兩組支腳的單一、高的支撐 8 10 15 20 200831754 座 致半明之另一觀點’該支撐座之本體具有多個大 互一具有圓隅角的大致方形橫截面,具備一 、面的内表面’藉此允許複數個支稽座以一者疊 亦可目士内的方式堆疊在一起以供貯存和運輸。該支撐座 呈、-橢®形、㈣彡歧合频截面。該支樓座較佳 由適於置放在_平坦支樓面上的寬底座。下部開口係 ^ =座界疋且|讀大於上部接收區,且該喊面和外表 面較佳大致彼此互補。 區,發明之另—觀點’―支撐座包含—適應式接收 :“收區具有一界定一開放凹口的錯直續片。該支標 …、曰片垂直地突出並往上延伸以界定該凹口之一 邵部分。在一特定觀點中,該支標 ^ 直鰭片’界定第一對和第二對相對的開=包 ί=Γ 口係定向為彼此成九十度。第1凹口之中 分被定位在—比第二對凹口之對應部分低的 问又,且该支撐座因而能夠將鋼筋支撐在不同古 -、、 垂直關係。較佳來說,該接從區亦包含阿又U成 垂直地向内突出並往上延伸至每一凹直韓片 分的角板藉以更進—步提高該料絲片之/^下部部 另-特定觀點中,該支撐座之接收區包含一界:強度。在 口的錯直鰭片及—對從該錯直鰭片垂直地向^開放凹 上延伸至該凹口之中間最下部部分的角板’轉 9 200831754 直_片之支撐強度且提供防傾倒能力。 依據本發明之另一觀點,該接收區和底座係由一耐久 腐,材料一體成型構成。支撐座易於依此方式生產, —口 4等支撐座係可堆疊故其打包和貯存作業可快速且 合易地几成。以上暨其他發明觀點將在隨附圖式及以下詳 細說明中更完整地揭露。Briefly, the above objects are achieved by a substantially funnel-shaped support having a hollow body having an inner surface, an outer surface, a receiving area, and a base: the base defines a lower opening and is adapted to be placed A flat support surface. The receiving area is adapted to receive and support the reinforcing bars. The lower opening of the support is larger than the receiving area' and the inner and outer surfaces (4) are substantially complementary to each other to allow a plurality of support seats to be stacked within each other for storage and transportation. In addition, this special regulation allows workers to carry a pile of support seats in the process of placing the support seat in the desired position. In one aspect of the invention, the receiving area includes a first pair and a second pair of curves, a spring/notch, wherein the second pair is oriented ninety degrees apart from the first pair of the first pair The recess has a first depth and the second pair of recesses has a second depth. The first contrast is deeper than the second pair, so the support can support the steel bars at different heights in a perpendicular relationship to each other. The receiving area can include a plurality of bridges as needed. The bridge member is a strip of material that spans the distance between the pair of notches in the support body. These bridge members can further enhance the support strength of the support base and can connect the lowermost portion (or the groove portion) of the middle of the recesses. 7 20 200831754 In another aspect of the invention, the equal legs define a plurality of apertures, and the "gap n? legs' move through the support. The cut preferably results in a concrete flow There are - thickened materials ^ and other legs are preferably reinforced by these thickened areas by 10 15 20 and other legs are more included; the base has four legs 'the foot has no foot members. In this view, the % of the member = 'the other two are opposite to each other (4). In the other 1 set 5 view 2 structure = from the diameter to the foot, where the adjacent leg is made of '1 ▲ point, the base has four series Secret 1 / horizontal floor connection. In this view, two, 7 # χ, the same form - closed geometric ferrule to prevent the squatting of the feet to frustrate or spread. ^ In another aspect of the present invention, The base comprises an upper part and a lower part; the lower leg is a main leg set and larger than the upper leg. The receiving area is supported by the upper upper leg and the lower leg, wherein the upper leg extends from the receiving area, the lower part, and the lower part The legs extend downwardly from the upper legs. In a protective view, the upper legs may include upwards on their outer surfaces Extending the ribs. The ribs extend between the upper legs and the lower legs along each of the upper legs. In this view, the support can be made to be more technical than Other support seats are raining a lot, and are lightweight but still strong enough to support the reinforcement firmly and do not collapse under the weight of the reinforcement. Preferably, the support is preferably made as a one-piece object, resulting in The stern can have the height and strength of a support seat placed on top of a base support, but it is a single, high support with two sets of legs. 8 10 15 20 200831754 Opinion 'The body of the support has a plurality of substantially square cross-sections having rounded corners, and has an inner surface of the face, thereby allowing a plurality of branches to be stacked one by one. Stacked together for storage and transportation. The support base has an elliptical shape and a (four) 合 cross section. The support is preferably a wide base adapted to be placed on the _ flat support floor. System ^ = block 疋 and | read is larger than the upper receiving area, and Shouting surface and an outer surface area preferably substantially complementary to each other, another invention - viewpoint '- support base comprising - adaptive receiving:. "Acquisition zone having a recess defining an open fault continued straight sheet. The tab, the tab, projects vertically and extends upward to define a portion of the recess. In a particular aspect, the yoke 'straight fin' defines a first pair and a second pair of opposing open = ί = Γ mouths oriented at ninety degrees to each other. The middle portion of the first recess is positioned at a lower position than the corresponding portion of the second pair of recesses, and the support seat is thus capable of supporting the reinforcing bars in different ancient-and-vertical relationships. Preferably, the accommodating area also includes a gusset which protrudes vertically inwardly and extends upward to each concave Korean piece to further improve the lower part of the wire piece. In another particular aspect, the receiving area of the support includes an boundary: strength. Straight fins at the mouth and gussets extending from the straight fins perpendicularly to the open recesses to the lowermost portion of the recesses ability. According to another aspect of the present invention, the receiving area and the base are formed of a durable rot material integrally formed. The support base is easy to produce in this way, and the support bases such as the mouth 4 can be stacked so that the packing and storage operations can be quickly and easily achieved. The above and other inventive aspects will be more fully disclosed in the accompanying drawings and the detailed description below.

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【實施方式】 ,照圖卜該圖示出―觀點具有—中空本體ι〇之 2 8的透視圖’其包含一底座12、一接收區μ、一 在-平括支浐面„ 開口22且適於置放 -rr 3^:;;i::rirr::i 撐座8。支腳32在每一孔隙% w岡士 勒逋過支 圖u擇座之橫 且係由單一件彈性聚合材料構成。然支撐座二tL方形 具有一多邊形、橢圓形、卵形或混 =規點可 狀’其中下部開”大於接收區二 20 200831754 $彼此堆疊以供貯存和運輸。支撐座之錐狀形狀亦要求本 體1〇之上部部分(包含接收區14在内J相較於包含較寬 底座12之下部部分為大致較窄。肋2〇用於使堆疊的 座隔開使支撐座易於分開。 5[Embodiment] FIG. 4 is a perspective view of a view having a hollow body 〇 ' 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 。 Suitable for placing -rr 3^:;;i::rirr::i struts 8. The legs 32 are in each aperture % w gangsler 逋 支 u u u u u 择 择 择 择 择 择 择The material consists of two rows of tL squares having a polygonal shape, an elliptical shape, an oval shape, or a mixed shape, wherein the lower portion is larger than the receiving area 2 20 200831754 $ stacked on each other for storage and transportation. The tapered shape of the support also requires that the upper portion of the body 1 (including the receiving portion 14 in the inner J is substantially narrower than the portion containing the lower portion of the wider base 12). The rib 2 is used to separate the stacked seats. The support base is easy to separate. 5

10 15 20 ^腳32間之孔隙36較佳呈拱形且允許流體混凝土在 收區14之高程以下通過本體1()。孔隙%所提供 幵=混凝土流人支撐座8及其周圍的自由流量最大 使:声腳32較佳有—圍繞孔隙36的加厚材料條40,致 製作加強二允許支腳32 個支腳度如圖所不,底座12具有四 足構件34,’ ^夕^聊之二者更包含自其往外水平延伸的 件34 Λ 支腳無此足構件。在圖1中,足構 仅彼此直徑向相對的支腳32伸出。 圖2顯示加強構件%和%被圖r支樓座 者。加強構件38和39在 支心 14包含第内彼此交會。接收區 對24h 、矛弟—對曲線形凹口 24a和24b,其中第一 對24b被定向為與第— ,、甲弟— 包括從外表® π 4于2如相隔九十度。凹口 24a、24b 24a = 内延伸的曲線形承重面。第-對凹口 处疋接收鋼筋構件%的深凹口 t凹口 接收鋼筋構件39 66汽 乐一對凹口 24b是 區14内之構件、:凹:’致使鋼筋構件39安置在接收 而能夠將鋼筋構件38和39支籌t38支撐座8因 關係。 9支&在不^度且彼此成垂直 今舉一非限制性實 例敘述如何將加強構件 38 和 39 11 200831754 放入支撐座8内,一開私验*私碰从 上方然後放入深凹口 t 8定位在接收區14 凹口對m内。凹口董==—_件39放入淺 ™收㈣心 5The apertures 36 between the legs 15 and 32 are preferably arched and allow the fluid concrete to pass through the body 1 () below the elevation of the receiving portion 14. The void % provides 幵 = the free flow of the concrete flow support 8 and its surroundings is maximized: the acoustic foot 32 preferably has a thick strip of material 40 around the aperture 36, resulting in a reinforcement 2 allowing the legs 32 feet As shown, the base 12 has a four-legged member 34, and both of them contain a member 34 that extends horizontally therefrom. The leg has no such foot member. In Fig. 1, the foot members project only from the oppositely extending legs 32 of each other. Figure 2 shows that the reinforcing members % and % are supported by the figure. The reinforcing members 38 and 39 meet each other in the center 14 including the inside. The receiving area pairs 24h, the spear-to-curve recesses 24a and 24b, wherein the first pair 24b is oriented to the first, and the second brother - including from the outer surface π 4 to 2, such as ninety degrees apart. The notches 24a, 24b 24a = a curved bearing surface extending inward. The first-to-nozzle 深 receives the deep recess t of the reinforced member. The recess receives the reinforced member 39. The pair of vents 24b is a member in the region 14, concave: 'cause the reinforcing member 39 to be placed at the receiving and capable of The reinforcing members 38 and 39 support the relationship of the t38 support base 8. 9&> are not perpendicular to each other and are perpendicular to each other. A non-limiting example describes how to place the reinforcing members 38 and 39 11 200831754 into the support base 8 to open a private test. Port t 8 is positioned within the recessed pair m of the receiving area 14. Notch Dong ==—_Part 39 placed in shallow TM (four) heart 5

10 15 20 擾完全安頓在淺凹口舞24b内。 稱仵38干 圖2更浙支撐座8之馳雜。本體ω 分在接收區14為窄。太辨1Λ w 』 上4 4 之末端往下逐渐加寬二7二接二處26到支腳32 .^ 卜4開口 Μ因此其周長遠大於接 收£ 4。又,母一支腳%從-接合處26以一直線向下 :進。較佳來說,支腳32之二者具有一 = 構件34 ’為底騎添更進—步支撐效果致使該底 座極k於支承支撐座8以及加強構件%%之重量。 ,3例示另—觀點之讀座刚,其中底座n2包含 -腳I32和上部支腳m。下部支腳m是主要支腳 、、且且比上支腳133大和長。接收區114受上部和下部支 腳132、133二者支撐,其中上部支-133從接收區114 往下延伸且界定上部孔隙137 ’下部支腳I%從上部支腳 133、往下延伸且界打部孔隙136。-突架142界定上部 支腳133與下部支腳132 fe1之接合處,且由圖中可見環繞 本體110之周圍延伸。 j如圖3所示,底座112具有四個下部支腳132,這些 下敎腳132之二者更包含自其向外水平延伸的足構件 134另外兩個支腳沒有足構件。足構件134從直徑向相 對的下部支腳132㈣。往上延伸的肋 120被設置在外表 12 200831754 面11 8上並當作隔塊以利堆疊的支撐座分開,如同以上關 於圖1和2之肋20 —般。10 15 20 The disturbance is completely settled in the shallow notch dance 24b. Weighing 38 dry Figure 2 More Zhejiang support seat 8 is mixed. The body ω is narrow in the receiving area 14. Too discerning 1Λ w 』 The end of the 4 4 is gradually widened by two 7 two and two 26 to the foot 32. ^ 4 opening Μ so its circumference is much larger than the receipt of £ 4. Again, the female foot % is from the - joint 26 in a straight line down: into. Preferably, both of the legs 32 have a = member 34' for the bottom ride to provide a more advanced step support effect such that the base pole k is supported by the support base 8 and the weight of the reinforcing member. 3 examples show another - the reading of the viewpoint, wherein the base n2 includes - the foot I32 and the upper leg m. The lower leg m is the main leg and is larger and longer than the upper leg 133. The receiving zone 114 is supported by both the upper and lower legs 132, 133, wherein the upper leg 133 extends downwardly from the receiving zone 114 and defines an upper aperture 137 'the lower leg I% extends from the upper leg 133, down and bounds The aperture 136 is punched. The projection 142 defines the junction of the upper leg 133 and the lower leg 132 fe1 and extends from the periphery of the surrounding body 110 as seen. As shown in Figure 3, the base 112 has four lower legs 132, both of which further include a foot member 134 extending horizontally therefrom, the other two legs having no foot members. The foot member 134 is diametrically opposed to the opposite lower leg 132 (four). The upwardly extending ribs 120 are disposed on the outer surface 12 200831754 face 11 8 and are used as spacers to separate the stacked support seats, as described above with respect to the ribs 20 of Figures 1 and 2.

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下部和上部支腳132、133之間的下部和上部孔隙 136、137較佳呈拱形且允許流體混凝土在接收區114之 咼程以下流過本體110。孔隙136、137提供的大開口使 混凝土流入支撐座1〇8及其周圍的自由流量最大化。下部 支腳132較佳有一圍繞下部孔隙136的加厚材料條14〇, 致使支撐座之強度會被這些加厚區域14〇加強以允許下 部支腳132製作成較長而仍保有其強度。 圖3所示接收區114與圖〗和2所示接收區14相似, 適於接收並支撐混凝土加強構件或鋼筋。底座112和接收 區114之内表面ιι6係與外表面118互補,本體ιι〇具有 多個平直側邊且大致呈錐狀,其下部開口 122大於接收區 114 ’藉此允許多個支撐純此堆疊以供貯存和運輸 利的是’可堆疊支稽座⑽便於在一工作場所搬弄,藉此 =人有可能用-隻手帶著—堆支撐座⑽同時由此堆取 出個別支撐座放在工作場所期望位置。 圖3之接收區114更包含複數個橋件128 一橋件接 n成於兩橋件128在接㈣114巾央交會之處。橋件 12連接凹口 124之中間最下部部分(或溝部)且跨越凹 二4,間在支撐座本體m内的距離;但儘管橋件示於 ::二;座1〇8之一選用元件。橋件128協助更 支技座8之支撐強度。本妓選用性的橋件 用於支撐換越支撐座本體11〇的鋼筋構件138和 13 20 200831754 139,且為結構物增添強度和支撐效果。 孔隙在圖1至3中被示為大致呈棋形,在頂 但熟習此技藝者會理解到孔隙有許多種形狀、^二 可用。支腳通常具有充分寬度和強度以支標一實質= 如加強構件之力量以及在施工過程中 、载可吕 加強構件上的建築工人所施加的力。圍燒;== 料條,對結構物增添強度,使得支稽座不會在此重^山 塌。每一足構件允許底座置放在一平坦 里朋 樓面=或柔軟的平面譬如泥土、沙;或類似 :等支 如圖4所不,複數個支撐座%和8 一者内側的方式堆疊在一起以供者衣在另 座8a和8b之錐狀、大致漏斗形狀的組合 $ 15 20 財夕以 卜表"可滑動地接合於第二支 ==::第一支撐座能夠塞入第二支撐座内的距離 接收區14到下部心22之表面16和 Ζ 2 就是說,接㈣相對於下部開口 22 =2 Γ: 18的斜率會越大。較佳來說,此斜率 支撐座之大部分塞入第二支撐座内,致使大 sc於一極小空間中而不會使此堆 如前所述’肋20使堆疊的一 支撐在3、所示支_以相似方式堆疊為-足構件&在厨-支撐紅足構件所在的相對支 14 200831754 腳么,或者足構件可在相同對應支腳上,致使使用者得以 確認支撐座之一特定隅角。應理解到此堆疊能力允許工人 在工作場所放置支撐座之時攜帶一堆支撐座。 今麥照圖6,複數個與圖3所示支撐座相似的支撐座 208可藉由以一底座212與一適應式接收區214結合製 成。底座212可為與前述底座112大致相同,圖中使用相 似芩考數字標示相似結構,譬如下部支腳232和上部支腳 233。底座212亦可為與前述底座12大致相同,相關特徵 在於支撐座208之底座部分或本體本質上來說在大小^ 結構設計方面是一致的。適應式接收區214可包含四個鉛 直鰭片250界定第一對224a和第二對22仆的相對開放凹 :。文中所述 '鉛直鰭片〃一詞應解釋為一具有一致側向 範圍的鉛直向突起結構物,且包含提供界定於此等範圍内 之步進且/或漸進擴大之空洞的結構物。文中所述、、開放 凹口一詞應解釋為凹口特徵部整體之正上方的空間沒有 诸如懸突、拴鎖突出部或其他妨礙鋼筋、後拉鋼索及類似 物鉛直方向移動離開凹口之器件的障礙物。底座212之内 表面216大致與外表面218互補,一下部開口 222大於接 收區214,藉此允許多個支撐座主要以一者裝入另一者内 之方式堆®以供貯存和運輸。鉛直鰭片250會將堆疊的支 撐座隔開並方便這些支撐座分開,使得肋2〇、12〇可被省 略。 第一對凹口 224a和第二對凹口 22牝被定向為彼此成 九十度,以第一對凹口 224a之中間最下部部分定位在一 15 200831754 比第二對凹口 224b之對應部分低的高度。因此,單〜 樓座208可將鋼筋支撐在不同高度且彼此成垂直關係^ 例來說,支撐座208可將鋼筋之單一部分支撐在一支浐舉 5The lower and upper apertures 136, 137 between the lower and upper legs 132, 133 are preferably arched and allow fluid concrete to flow through the body 110 below the stroke of the receiving region 114. The large openings provided by the apertures 136, 137 maximize the free flow of concrete into the support seats 1 and 8 and its surroundings. The lower leg 132 preferably has a thick strip of material 14 around the lower aperture 136 such that the strength of the support is enhanced by the thickened regions 14 to allow the lower leg 132 to be made longer while still retaining its strength. The receiving zone 114 shown in Figure 3 is similar to the receiving zone 14 shown in Figures 2 and 2 and is adapted to receive and support concrete reinforcing members or reinforcing bars. The inner surface ι6 of the base 112 and the receiving area 114 is complementary to the outer surface 118. The main body ι has a plurality of straight sides and is substantially tapered, and the lower opening 122 is larger than the receiving area 114' thereby allowing a plurality of supports to be pure Stacked for storage and transportation, the 'stackable branch (10) is easy to move in a workplace, so that it is possible for a person to carry the stack of support (10) with one hand and to remove the individual support from the stack The desired location of the workplace. The receiving area 114 of Fig. 3 further includes a plurality of bridge members 128. The bridge members are connected to the two bridge members 128 at the junction of the (four) 114 towels. The bridge member 12 is connected to the middlemost lower portion (or groove portion) of the recess 124 and spans the distance between the recesses 2 and 4 in the support base body m; however, although the bridge member is shown at: two; one of the seats 1 〇 8 is an optional component . The bridge member 128 assists in supporting the support of the base 8. The optional bridge member is used to support the reinforcing members 138 and 13 20 200831754 139 of the support base body 11 , and to add strength and support to the structure. The apertures are shown in generally Chess shape in Figures 1 through 3, but it will be understood by those skilled in the art that there are many shapes of apertures available. The feet are usually of sufficient width and strength to support the essence = the force of the reinforcing members and the forces exerted by the construction workers on the reinforcing members during construction. Surrounding; == The strip adds strength to the structure, so that the branch will not collapse here. Each foot member allows the base to be placed on a flat lining floor = or a soft plane such as dirt, sand; or the like: the support is stacked as shown in Figure 4, the plurality of support seats % and 8 are inside. The combination of the donor's garment in the cone-shaped, roughly funnel-shaped shape of the other seats 8a and 8b is $15 20 on the eve of the table. The slidably joined to the second branch ==:: The first support can be inserted into the second The distance from the receiving zone 14 in the support to the surface 16 of the lower core 22 and Ζ 2 means that the slope of the junction (4) relative to the lower opening 22 = 2 Γ: 18 will be greater. Preferably, most of the slope support is inserted into the second support, so that the large sc is in a very small space without the pile being supported as described above. The support _ is stacked in a similar manner - the foot member & the opposite leg 14 200831754 where the kitchen-supporting red foot member is located, or the foot member can be on the same corresponding leg, enabling the user to confirm that one of the support seats is specific Corner. It should be understood that this stacking capability allows a worker to carry a stack of support seats while the support is placed in the workplace. Referring now to Figure 6, a plurality of support seats 208 similar to those shown in Figure 3 can be formed by combining a base 212 with an adaptive receiving area 214. The base 212 can be substantially identical to the base 112 described above, and similar structures are used to indicate similar structures, such as the lower leg 232 and the upper leg 233. The base 212 may also be substantially identical to the base 12 described above, with the associated feature that the base portion or body of the support base 208 is substantially identical in size and design. The adaptive receiving area 214 can include four vertical fins 250 that define a first open pair 224a and a second pair 22 of opposing open recesses: The term 'vertical fins' as used herein shall be interpreted as a vertically directed structure having a uniform lateral extent and comprising structures providing a stepped and/or progressively enlarged cavity defined within such ranges. The term "opening recess" as used herein shall be interpreted as the space directly above the entire feature of the notch, such as overhangs, shackles or other obstructing bars, rear pull cables and the like moving vertically away from the recess. Obstacles to the device. The inner surface 216 of the base 212 is generally complementary to the outer surface 218, and the lower opening 222 is larger than the receiving area 214, thereby allowing the plurality of support seats to be stacked in a manner that is primarily loaded into the other for storage and transportation. The vertical fins 250 separate the stacked support seats and facilitate the separation of the support seats so that the ribs 2, 12 can be omitted. The first pair of notches 224a and the second pair of notches 22'' are oriented at ninety degrees to each other, with the lowermost portion of the first pair of notches 224a being positioned at a portion of 15 200831754 than the second pair of notches 224b Low height. Therefore, the single-seat 208 can support the steel bars at different heights and are perpendicular to each other. For example, the support base 208 can support a single part of the steel bar in a raft.

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20 上方兩種高度之一者,譬如地基上方5.25英吋或5·5英^ 處,或者使將一鋼筋網支撐成一重疊垂直關係,譬如地= 上方5·25英吋及5.5英吋。 ^ 袓數個支撐座208之接收區214可調適致使不同支撐 座208可在一支撐面上方不同高度之處提供支撐作用= 仍可利用單-模塑裝置製造。接收區叫藉由修改錯直韓 片250之高度做調適藉以變更凹口 224之中間最下部部^ 之尚度。舉例來說,具有較長鉛直鰭片25〇及一本質相^ 底座212的第二支撐座2〇8可將鋼筋之單一部分支撐在一 支撐面上方兩種高度之一者’譬如地基上方5 75二寸或 =英时處’致使可製造出二個稍有差異的支撐座罵, =同公-支撐面上方四種不同高度之處為鋼筋提供支 二用„利的是’修改錯錢片25°之製成長度許可供應商 利用早-模塑裝置建立此等不同支樓座的一條生產線,詳 在§#如上述的觀點中’每—錯直鰭片25()較佳經一垂 心反252加強,此角板從錯直韓片250向内突出並往上 以更,一步界定相關凹口 —之中間最下部部分。角 二2 5 2,聽m #之支撐驗,防止 #因I納於凹口 太之,筋、後拉鋼索及類似物而發生側向變形和區域性崩 …角板252之製成長度亦可經修改以許可利用單i模塑 16 200831754 裝置生產不同支撐座。 圖7例示另一觀點之支撐座308,其由一包含四個支 腳332的大致十字形本體310與一適應式接收區314結合 而成。二個相對的支腳332可被建構成從一鉛直鰭片35〇 侧向往下延伸界定一開放凹口 324的突出物。另外兩個相 對的支腳332可被建構成從一對從鉛直鰭片35〇往外垂直 突出之相對角板352側向往下延伸的突出物。角板352均 往上延伸以更進一步界定凹口 324之中間最下部部分,並 且加大錯直鰭片之支撐強度。此等角板352亦可藉由減低 鋼筋勾到開放凹口 324之邊緣的傾向並將鋼筋施加之重 1重新導往具有會因為鋼筋之縱向移動而往上旋轉之傾 向之支撐座308部分而提供防傾倒能力。 圖8例示另一觀點之支撐座408,其結合一本體41〇 與一適應式接收區414。本體410具有複數個從接收區414 在下延伸的支腳432。每一支腳432藉由一水平撐件444 結合於相鄰支腳432,且水平撐件444統括形成一封閉幾 何造型箍圈446以防支腳432挫曲或張開。相鄰支腳432 界定孔洞或孔隙436,此等孔隙允許澆灌的混凝土流動通 過支撐座408。支腳432亦可具有圍繞每一孔隙436的加 厚材料條’致使支腳432具有τ形或十字形輪廓(圖中未 示)。支腳432和水平撐件444聯合界定一下部開口 422。 本體410大致呈錐狀,其中下部開口 422大於接收區414, 藉此允許多個支撐座主要以一者疊在另一者内的方式堆 疊0 17 200831754 450及-^私包含—界定一開放凹口 424的錯直鰭片 5 10 1520 One of the two heights above, such as 5.25 inches or 5. 5 inches above the foundation, or to support a steel mesh in an overlapping vertical relationship, such as ground = upper 5 · 25 inches and 5.5 inches. ^ The receiving areas 214 of the plurality of support seats 208 are adjustable so that the different support seats 208 can provide support at different heights above a support surface = still be fabricated using a single-molding device. The receiving area is modified by modifying the height of the wrong Korean film 250 to change the degree of the lowermost portion of the notch 224. For example, a second support seat 2〇8 having a longer vertical fin 25〇 and an intrinsic phase base 212 can support a single portion of the reinforcing bar at one of two heights above the support surface, such as above the foundation 5 75 two inches or = inch time 'causes to make two slightly different support seats =, = the same height - four different heights above the support surface for the steel bars to provide support for the use of two. The length of the sheet of 25° allows the supplier to build a production line of these different building blocks using the early-molding device. In the above view, the 'per-straight fin 25() is preferably one. The vertical 225 is strengthened. This gusset protrudes from the wrong Korean film 250 and goes upwards to define the relevant lower part in the middle. The angle is 2 2 2 2, listen to the support of m #, prevent # Lateral deformation and regional collapse occur due to the fact that the recess is too small, the ribs, the rear cable and the like. The length of the gusset 252 can also be modified to permit the use of a single i molding 16 200831754 device to produce different Support stand. Figure 7 illustrates another view of the support base 308, which consists of a four leg 3 The generally cross-shaped body 310 of 32 is combined with an adaptive receiving area 314. The two opposing legs 332 can be constructed to extend from a vertical fin 35 〇 laterally downwardly to define an open recess 324. The other two opposing legs 332 can be constructed to project laterally downwardly from a pair of opposing gussets 352 that project perpendicularly from the vertical fins 35. The gussets 352 extend upwardly to further define the recesses. The lowermost portion of the middle portion of 324, and the support strength of the staggered fins is increased. The equal angle plate 352 can also re-direct the weight of the steel bar by reducing the tendency of the steel bar to hook to the edge of the open recess 324 The anti-dumping capability is provided by the portion of the support 308 that tends to rotate upward due to the longitudinal movement of the reinforcing bar. Figure 8 illustrates another aspect of the support base 408 that incorporates a body 41 and an adaptive receiving area 414. The body 410 There are a plurality of legs 432 extending downward from the receiving area 414. Each leg 432 is coupled to the adjacent leg 432 by a horizontal brace 444, and the horizontal brace 444 collectively forms a closed geometric hoop 446 to prevent Feet 432 Or open. Adjacent legs 432 define apertures or apertures 436 that allow the poured concrete to flow through support 408. Legs 432 may also have a thick strip of material around each aperture 436 such that legs 432 have a τ-shaped or cruciform profile (not shown). The legs 432 and the horizontal struts 444 jointly define a lower opening 422. The body 410 is generally tapered, with the lower opening 422 being larger than the receiving area 414, thereby allowing multiple supports The blocks are stacked in a manner that one is stacked on top of the other. 0 17 200831754 450 and - private inclusion - staggered fins defining an open recess 424 5 10 15

20 452。角板45Γ可。片450垂直向上突出的相對角板 之中門曰^°自往上延伸以更進—步界定凹口 424 j取下邛。角板452提高鉛直鰭片之支撐強产, 減:鋼筋勾到開放凹口 424之邊緣的傾向:將 之重量重新導往具有會因為鋼筋之縱向移動而 別失日^之傾向之支撐I顿部分而提供防傾倒能力。特 =圖8所不結構,相對支腳432之二者可為從錯直縛 片側向向下延伸的突出物。且另外二個相對支腳432 可為k相對角板452侧向向下延伸的突出物。 在諸如上述觀點的各觀點中,當多個支撐座堆疊在一 起時,一支撐座408之支腳432與一第二支撐座4(^之箍 圈446之間的干涉會實質限制第二支撐座408之底部的水 平移動。此種堆疊的效率會因鉛直鰭片45〇之長度而異, 但仍許可在一減小的容積内貯存和運輸,且依然許可工人 在工地一次攜帶多個支撐座。 如前所述,修改鉛直鰭片25〇、35〇、45〇之製成長度 許可供應商利用單一模塑裝置建立在不同高度提供支撐 作用之支撐座的一條生產線。今參照圖9,模具5〇〇可經 成型、造型或其他方式製作為提供一具有一支撐座(譬如 支撐座208)之基本組態的模穴,此組態包含本體21〇、 310、410及接收區214、3M、414但不含原本包含於接 收區中之任何鉛直鰭片250、350、450。該模具可更進一 步包含或經後續修改為包含一具有對應於第一鉛直鰭片 18 200831754 250橫截面之橫截面的第一渠道510、一具有對應於第二 錯直鰭片(有此鰭片之情況)檢截面之横說面的第二準道 510、等等。20 452. The gusset is 45 Γ. The opposing gussets of the sheet 450 projecting vertically upwardly extend from the upper side to further define the notch 424 j to remove the cymbal. The gusset 452 increases the strength of the support of the vertical fins, minus: the tendency of the steel bars to the edge of the open recess 424: redirecting the weight to a support Iton that has a tendency to lose the day due to the longitudinal movement of the steel bars Partially provides anti-dumping ability. Specifically, Figure 8 is not structured, and both of the opposing legs 432 may be protrusions extending laterally downward from the wrong tab. And the other two opposing legs 432 can be protrusions that extend laterally downward from the gusset 452. In various aspects such as the above, when the plurality of support seats are stacked together, the interference between the legs 432 of one support seat 408 and the second support base 4 (the collar 446 of the ^) substantially limits the second support The horizontal movement of the bottom of the seat 408. The efficiency of such stacking may vary depending on the length of the vertical fins 45〇, but still permits storage and transportation in a reduced volume, and still permits the worker to carry multiple supports at the site at a time. As mentioned earlier, modifying the length of the vertical fins 25〇, 35〇, 45〇 allows the supplier to build a production line that supports the support at different heights using a single molding device. Referring now to Figure 9, The mold 5 can be formed, shaped or otherwise formed to provide a basic configuration having a support base (such as support 208), the configuration including the bodies 21, 310, 410 and the receiving area 214, 3M, 414 but does not contain any of the vertical fins 250, 350, 450 originally included in the receiving area. The mold may further comprise or be subsequently modified to include a cross section having a corresponding height of the first vertical fin 18 200831754 250 horizontal A first channel surface 510, a second error corresponding to the straight fin (fin of this case have) said second alignment channel 510 cross-sectional surface of the subject, and the like.

10 1510 15

20 該模具亦可包含一具有對應於第一錯直鰭片250橫 截面之橫截面的第一可調葉片520、一具有對應於第二錯 直鰭片(有此鰭片之情況)横截面之橫截面的第二可調葉 片520、等等。每一可調葉片520可完全插入其對應渠道 510内致使葉片520之插入端525界定支撐座接收區中之 凹口的頂面。然每一可調葉片520亦可為部分地撤回其對 應渠道510内致使材料可進入渠道510藉以形成一錯直鰭 片250 ’由葉片520之插入端525界定錯直鰭片250中之 凹口 224的頂面。藉由調整每一葉片52〇之插入,供應商 可調整一支撐座中之鉛直鰭片250、350、450的長度藉以 利用單一模塑裝置生產出複數個在支撐面上方不同高度 之處提供支撐的支撐座。 在有角板252、352、452的觀點中,模具可包含一具 有對應於錯直鰭片25〇、350、450及相關角板252、352、 452之1截面之橫截面的渠道510及葉片520。禾乃 之插入糕525會因此更進一步界定相關角板252、352、 452之頂面,且較佳更進一步界定與凹口 224、324、424 之中間最下部部分有關的結構。 t本,明揭示之支撐座可製作成比大多數習知支撐座 回人卉多,且為輕量但仍夠強固足以牢固地支撐著鋼筋, $胃的重4下崩塌。較佳來說,該支撐座最好是製 19 200831754 在 ^ 坪怔水兮材料相 之係由一塑膠或樹』旨材料 · 備有—頭件 =依此以’支撐座得以具 貝仟女置在一基礎支撐座頂上 j科式物體,且係由1性聚合材料構成,更特定言 座得以具 強度,#仍H 令一— 又撐座的高度和 又仁仍疋早―、问的支撐座。又, 丙烯製造且經一體射出成型。 _量、強…白此技姿者會理解到呈現 ,里产固物性之類似特性的其他材料均可使用, 而榼制达ρϊμ ^ . 又保座取好疋用聚 譬如 聚乙烯、聚丙稀與聚乙烯之組合、及其他已知材料。 10 1520 The mold may also include a first adjustable blade 520 having a cross section corresponding to a cross section of the first staggered fin 250, and a cross section corresponding to the second staggered fin (in the case of the fin) The second adjustable blade 520 of the cross section, and the like. Each of the adjustable vanes 520 can be fully inserted into its corresponding channel 510 such that the insertion end 525 of the vane 520 defines a top surface of the recess in the receiving seat receiving area. Each of the adjustable vanes 520 may also partially withdraw into its corresponding channel 510 such that material can enter the channel 510 to form a staggered fin 250'. The notch in the staggered fin 250 is defined by the insertion end 525 of the vane 520. The top surface of 224. By adjusting the insertion of each blade 52, the supplier can adjust the length of the vertical fins 250, 350, 450 in a support to produce a plurality of supports at different heights above the support surface using a single molding apparatus. Support seat. In the view of the gussets 252, 352, 452, the mold may include a channel 510 and a blade having a cross section corresponding to one of the staggered fins 25, 350, 450 and the associated gussets 252, 352, 452. 520. The insertion of the cake 525 will thus further define the top surface of the associated gussets 252, 352, 452 and preferably further define the structure associated with the lowermost portion of the recesses 224, 324, 424. t, the support that can be revealed by the Ming can be made more than most of the conventional support seats, and is lightweight but still strong enough to firmly support the steel bars, and the weight of the stomach collapses. Preferably, the support base is preferably made of 19 200831754. The material of the material is made of a plastic or tree. The head piece is replaced by a 'supporting seat'. It is placed on the top of a basic support base and is made up of a monolithic polymer material. More specifically, it can be made to have strength. #还H使一—The height and the height of the support are still early. Support base. Further, propylene is produced and integrally molded. _ quantity, strong... white, this person will understand that other materials with similar properties of solid property can be used, and the 榼 达 ϊ ϊ ^ 又 又 又 又 又 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取 取Combination with polyethylene, and other known materials. 10 15

20 以上已就難實_詳細制本 本發明之制作出許多錢,本㈣η 本㈣係由以下申請專利範 圍項定義。 【圖式簡單說明】 圖1是一觀點之支撐座的透視圖; 圖2是-圖i支雜的透視圖,其中鋼筋已放到接收 區中; 圖3 ^ 一另—觀點具有兩組支腳之支撐座的透視圖; 圖4疋依據本發明之一觀點彼此堆疊之複數個圖1 支撐座的透視圖; 圖5是-配置成—堆之複數_ 3支撐座的透視圖; 圖6是-觀點具有—包含錯直鰭片之適應式接收區 的支撐座的透視圖; 圖7是一另一觀點具有鉛直鰭片之支撐座的透視 圖,其例示接收區之適應能力; 圖8是一另一觀點具有鉛直鰭片和水平撐件之可堆 20 200831754 疊支撐座的透視圖; 圖9是一用於製造一具有一包含鉛直鰭片之適應式 接收區之支撐座的模具的剖立面圖。 5 【主要元件符號說明】 8 支撐座 8a 支撐座 8b 支撐座 10 中空本體 10 12 底座 14 接收區 16 内表面 18 外表面 18a 外表面 15 20 肋 22 下部開口 • 24a 第一對曲線形凹口 24b 第二對曲線形凹口 26 凹口接合處 20 32 支腳 34 足構件 36 孔隙 38 鋼筋 39 鋼筋 21 20083175420 or more has been difficult to implement _ detailed system The invention has produced a lot of money, and this (4) η (4) is defined by the following patent scope. BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a perspective view of a support stand; Fig. 2 is a perspective view of a branch of Fig. i, in which the reinforcing bars have been placed in the receiving area; Fig. 3 ^ Another view has two sets of branches Figure 4 is a perspective view of a plurality of Figure 1 support blocks stacked on each other in accordance with one aspect of the present invention; Figure 5 is a perspective view of a support frame configured as a plurality of piles; Figure 6 Yes - the view has a perspective view of the support seat containing the adaptive receiving area of the staggered fin; Figure 7 is a perspective view of a support stand with straight fins illustrating the adaptability of the receiving area; Figure 8 Is another perspective view of a stack of 20, 31, 31, 754 support stacks of vertical fins and horizontal struts; FIG. 9 is a mold for fabricating a support having an accommodating receiving area containing vertical fins. Cutaway view. 5 [Main component symbol description] 8 Support base 8a Support base 8b Support base 10 Hollow body 10 12 Base 14 Receiving area 16 Inner surface 18 Outer surface 18a Outer surface 15 20 Rib 22 Lower opening • 24a First pair of curved notches 24b Second pair of curved notches 26 Notch joints 20 32 Legs 34 Foot members 36 Pores 38 Rebar 39 Rebar 21 200831754

214 加厚區域 支撐座 本體 底座 接收區 内表面 外表面 肋 下部開口 凹口 橋件 橋件接合處 下部支腳 上部支腳 足構件 下部孔隙 上部孔隙 加厚區域 突架 支撐座 本體 底座 接收區 内表面 22 216 20 200831754 218 222 224 224a 5 224b 232 233 250 • 252 10 308 310 314 324 332 15 350 352 ⑩ 408 410 414 20 422 424 432 436 444 外表面 下部開口 凹口 第一對開放凹口 第二對開放凹口 下部支腳 上部支腳 鉛直鰭片 角板 支撐座 十字形本體 適應式接收區 開放凹口 支腳 鉛直鰭片 角板 支撐座 本體 適應式接收區 下部開口 開放凹口 支腳 孔隙 水平撐件 23 200831754 5 446 箍圈 450 鉛直鰭片 452 角板 500 模具 510 渠道 520 可調葉片 525 插入端214 thickened area support base body receiving area surface outer surface rib lower opening notch bridge member joint lower part upper foot foot member lower part upper upper hole thickening area projection support base body receiving area surface 22 216 20 200831754 218 222 224 224a 5 224b 232 233 250 • 252 10 308 310 314 324 332 15 350 352 10 408 410 414 20 422 424 432 436 444 Outer surface lower opening notch first pair of open notches second pair open Notch lower leg upper leg vertical fin gusset support seat cross-shaped body adaptive receiving area open notch foot vertical fin gusset support seat body adaptive receiving area lower opening open notch foot hole horizontal support 23 200831754 5 446 Hoop 450 Straight fin 452 Angle plate 500 Mold 510 Channel 520 Adjustable blade 525 Insertion end

24twenty four

Claims (1)

200831754 十、申請專利範圍: _ 1. 一種用於支撐並隔開混凝土加強構件的支撐座,其包 括: 一包含一上部接收區和一下部底座的一體成型本 5 體, 該接收區包含一界定一用以接收一混凝土加強構 件之開放凹口的鉛直鰭片,且 該底座適於置放在一平坦支撐面上。 • 2.如申請專利範圍第1項之支撐座,其中該接收區更包 10 含一從該鉛直鰭片突出的角板。 3. 如申請專利範圍第2項之支撐座,其中該角板往上延 伸以更進一步界定一相關開放凹口之一中間最下部部 分。 4. 如申請專利範圍第2項之支撐座,其中該接收區包含 15 一對從該鉛直鰭片垂直突出的相對角板。 5. 如申請專利範圍第4項之支撐座,其中該底座包含四 • 個支腳,該等支腳之二者是從該鉛直鰭片伸出的突出 物。 6. 如申請專利範圍第4項之支撐座,其中該底座包含四 20 個支腳,該等支腳之二者是從該等相對角板伸出的突 出物。 7. 如申請專利範圍第1項之支撐座,其中該接收區包含 四個鉛直鰭片界定兩對直徑向相對的開放凹口,第一 對相對開放凹口之中間最下部部分係定位在該支撐面 25 200831754 上方不同於第二對相對開放凹口之中間最下部部分之 南度的南度處。 8.如申請專利範圍第7項之支撐座,其中該接收區更進 一步包含從每一鉛直鰭片往内突出之一角板。 5 9.如申請專利範圍第8項之支撐座,其中每一角板往上 延伸以更進一步界定一相關開放凹口之一中間最下部 部分。 26200831754 X. Patent application scope: _ 1. A support base for supporting and separating a concrete reinforcing member, comprising: an integrally formed body 5 including an upper receiving area and a lower base, the receiving area comprising a definition A vertical fin for receiving an open recess of a concrete reinforcing member, and the base is adapted to be placed on a flat support surface. • 2. The support base of claim 1 wherein the receiving area further comprises a gusset protruding from the vertical fin. 3. The support of claim 2, wherein the gusset extends upward to further define an intermediate lowermost portion of one of the associated open recesses. 4. The support of claim 2, wherein the receiving area comprises 15 pairs of opposing gussets projecting perpendicularly from the vertical fins. 5. The holder of claim 4, wherein the base comprises four legs, the two of which are protrusions extending from the vertical fin. 6. The support of claim 4, wherein the base comprises four 20 legs, both of which are projections extending from the opposing gussets. 7. The support of claim 1, wherein the receiving area comprises four vertical fins defining two pairs of diametrically opposite open recesses, the lowermost portion of the first pair of opposite open recesses being positioned The upper surface of the support surface 25 200831754 is different from the south of the southmost portion of the middle pair of the second pair of relatively open recesses. 8. The support of claim 7, wherein the receiving area further comprises a gusset projecting inwardly from each of the vertical fins. 5 9. The support of claim 8 wherein each of the gussets extends upward to further define an intermediate lowermost portion of one of the associated open recesses. 26
TW96137362A 2007-01-23 2007-10-05 Rebar support chair TW200831754A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI762359B (en) * 2021-06-24 2022-04-21 久泰精業股份有限公司 Pavement steel mesh support structure and its steel support frame

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CN102182301B (en) * 2011-01-12 2013-06-05 王军艇 Formwork for buildings, formwork component, cast-in-situ floor empty space and construction method thereof
CN105804312B (en) * 2016-05-13 2019-02-01 吉林市新瀚能源科技有限公司 A kind of lightweight wall
JP7127827B2 (en) * 2018-11-20 2022-08-30 ライズバレー株式会社 Fixture

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USD271846S (en) * 1981-03-09 1983-12-20 Ernest Hernandez Support for concrete reinforcement bar
US4682461A (en) * 1986-03-31 1987-07-28 Winston C. Sizemore Support for reinforcing bar
US4756641A (en) * 1987-09-02 1988-07-12 George Hartzheim Sand plate and concrete reinforcement support
US6962029B2 (en) * 2003-03-21 2005-11-08 John L. Lowery & Assoc, Inc. Chair for supporting wire mesh

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI762359B (en) * 2021-06-24 2022-04-21 久泰精業股份有限公司 Pavement steel mesh support structure and its steel support frame

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CN101230744A (en) 2008-07-30
CA2598141A1 (en) 2008-07-23

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