M346648 八、新型說明： _【新型所屬之技術領域】 本創作係有關於一種墊塊結構，詳而言之係關於一種具均勻承置及限位鋼 筋功能，以及兼具標示提醒效用之設計。 【先前技術】 按，一般建築之施工過程分為幾個階段： 1、開挖、整地、灑級配以及地基表面灌漿處理。 鲁 2、依施工圖於地基上分段架設鋼筋或鋼骨成初步建物架構，並於建物架構 中埋設暗管、水管、電管或配電設施等。 3、 建物架構周圍組設模板，並於模板内澆置混凝土，待混凝土經養護階段 使強度完成後將模板拆除。 4、 重複2及3步驟’於完成之建物架構上繼續完成其他階段之建物架構， 直至建物本體完成。 5、 對建物表φ及畴作裝修處理，如辦工程或水泥砂漿粉刷等，以及其 他後續水電工程相關之處理。 鲁 以上即為一般建築施工最基本之過程，而其中第2、3階段之架設鋼筋及灌 置混凝土更是建築過程中不可或缺之部分，且一般在進行鋼筋架設前 ，通常會 ，=預疋地上擺置相當數量之混凝土塾塊，而鋼筋係鋪設於混凝土塾塊上， •俾當灌置混凝土後，混耻可於娜底下與倾之賴結形絲，以防止 地减外界因素侵人顧鋼筋或造成驗土襲等，而—般營造麟狀混凝 $龙不仁相田/儿重，令施工者不易搬運外，且其表面通常非呈平整狀，致使 肋=X於’、上時可能發生歪斜等情形，故有業者對混凝土墊塊作改良設計； ^案用之此凝土墊塊請參閱中華民國專利申請案號第7·⑴虎，『土木建築 用之理心塾塊』，其係一種土木建築施工用之理想塾塊，主要包含有：兩前 5 M346648 -後腳板；兩形錄紐峡±方之她；形絲兩紐上成械㈣開口向上 -之夾Π ;及聯結兩前後腳板之聯結板等主要耕；藉兩前後腳枝抵住樓板之模 板頂面及上方夾口承夾鋼筋或管材之作用，確保鋼筋絲材與模板頂面保持一 不小於規範所帶之樓板保護層厚度之距離。 然而’此種f狀墊塊雖可提供承置及炎酬筋之魏，但其前後腳板與 聯結板所形狀承領域相當纽且呈非均勻狀，致使其賴所能料承受^ -側向力有所不同，但鋼肺設時並非只有單向而已，崎以雙向交織方式舖設 .而成，故當鋼筋鋪設於該種習用之墊塊上時，鋼筋容易沿塾塊承受侧向力較為 薄弱處產生偏移，致使鋪發生齡之可能性，且偏移之鋪亦使整體重心位 置產生變化，令鋼體各處產生之壓陷量有所差異，甚至壓雜塊等，而使 混凝土灌置後形狀保縣無法雜冑胁正常之施工規勒，餘使施工品 質大為降低；另外，該種習用之塾塊並無提供標示提醒混凝土應灌置至何種高 度’以及比蝴處高程發生變化之魏，故後魏行混凝土灌置作業時， 勢必谷易發生混凝土灌置量超出或不足，而使灌置完成面高度不一致之情形， 口此八貫用度可5兒疋相當有限，有必要加以研發可提供均勻承置及限位鋼筋功 能’以及兼具標示提醒效用之墊塊設計。 【新型内容】 • 本創作之主要目的係在於提供一種墊塊結構，其可改善習用之墊塊承載區 域不足及不均勻，以及不具標示提醒功能等缺失。 為達成前述之創作目的，本創作其係包括至少一承載件、以及複數之支撐 件及聯結件，其中： 本創作係利用彈性材質以一體型態製成，該承載件係用以承載鋼筋之用， 而忒支撐件係設於承載件之底端，且該支撐件係具相當之長度，俾當鋼筋擺置 於承載件上時，可藉該支撐件與地面接觸而提供承受鋼筋重量之效用，並使鋼 M346648 .筋與地面储適當之雜，目錢續進行賊土絲作料，混駐可於地面 與鋼筋之間@結碱適當厚度之保護層，以隔職防止外界*良目素触鋼筋； 該聯結件係與描件連接，且聯結件間係交錯設置呈對稱鶴，以人本創 作各側之結構型態具有-致性，因而其所能承受各方向之側向树為_，不 會發生沿承錢向力較_之處偏移之另外，駐錯鶴之聯結件斑支 撐件間係圍出-受力區域，且聯結件與支撐件間係形成衔架型態之，，以 -各聯結之結點而言，各結點至少具有三個方向提供力量之傳遞，故本創作断 -藉由受力區域使所受《平均傳遞錢科，__核續件續架社構型 態亦使本創狀力傳雜益更辆衡，#餘翻度更大為提高，使本創作且 更佳之容許承載量且不易發生破壞；再者，該承餅上係設有一限位部，該限 位部係以兩夾片所組成，該兩夾㈣侧出—限位·，因而當鋼筋擺置於承 載件上時’喊片係可將鋪關概健_，使鋼筋之縫位置更為整 以防止脫位，並可令鋼筋之重心落於中央處，以避免發生翻覆之可能性； 該支撑件-端軸向係往内設有一容置孔，該容置孔係可供—延伸件插置， 該延伸件上係設有刻度尺，俾當進行混凝土灌漿作業前，可先對現地測量高程， 當確定混耻《置之絲面高歧，可視延料上之贿尺計算高程並標示 之，因而當駐者進行絲土灌料，即可藉由延伸件上之標示提醒，以得知 ，混政土之灌置量是否到位，而不會有超量或不足之情形。 =此本猶可狄—_當具有實祕錢摊之創作，相纽得產業界 來推廣，並公諸於社會大眾。 【實施方式】 本創作係有種墊塊結構，請相第—圖至第三_示，其主要係包 括至少一承載件卜以及複數之讀件2及聯結件3，其中： 本創作係彈性材質以-體鶴製成，該承載件叫實施例為—個)係呈 7 M346648 ’矩形平面狀，其係用以承載鋼筋之 -設於承載件1之邊^ 以牙牛2 (本實施例為四個）係分別 置於承瓣罐絲物目當嫩，俾當鋼筋擺 ±使锢分叙、’可滅績件2與地面朗喊録受鋪重量之效用， 錢鋼峰__當之轉，_彳_行 疑 於地面絲作業時’細土可 _筋； 增不良因素侵 該聯結件3(本實施例為蝴係罐，且—聯結件Μ =件1州_卿__卿3^=2 …、他兩撕2騎，#峨㈣_3細祖取咖離， ㈣,，_編娜输側向力料 ㈣穌塌力峰;糾，駐錯呈X狀之 ^ 〃讀件2間侧出—近乎於承載件i面積之受力區域31，且聯結件 3與支撐件2 _形雜架鶴之結構，轉各繼之結騎言，各結點至少具 有二個爾供板_，故樣除可㈣細31使喊紐均傳 、卜該聯…件3與支揮件2之街架結構型態亦使本創作之力傳遞效益 為:衡田…、"構強度更大為提高，使本創作具更佳之容許承載量且不易發 裒再者》亥承載件1上係設有一限位部u，該限位部^係以兩爽片HI z兩炎片ill間係圍出一限位空間112，因而當鋼筋擺置於承載件1上 時’该夾片in係、可將鋼筋限制於限位空間112内，使鋼筋之擺置位置更為整 齊以防止脫位，並可令鋪之重4於中央處，以避免發_覆之可能性； 該支撐件2 -端軸向係往内設有一容置孔21，該容置孔21底端係設有一封 閉用之阻擋件2U，藉該阻擋㈣使容置孔21呈單一出口之態樣，以及該容 8 M346648 置孔21係可供-延伸件212插置，該延伸件212上係設有刻度尺2121，俾當進 行此凝土灌桌作業月ί】，可先對現地測量高程，當確定混凝土欲灌置之完成面高 度後可視延伸件212上之刻度尺2121計算高程並標示之，因而當施工者進行 混凝土灌置時，即可藉由延伸件212上之標示提酸，以得知混凝土之灌置量是 否到位，而不會有超量或不足之情形。 • #使用本創作時，請參閱第四圖至第六圖所示，當欲承置鋼筋4時，可先 於地面置放姑數量之本瓣’並將鋼筋4依序缝縣創料餅1之限位 部11内’令本創作承受鋼筋4之重量，並使鋼筋4之排序更為整齊，且藉由本 創作使鋼筋4與地面具有相當之距離，藉此使混凝土 5可於鋼筋*與地面之間 形成適當厚度之保護層，·絕並防止外界不_健鋼筋4，以及本創作亦 藉聯結件3與支撐件2之連接鶴，使混凝土 5得進人承餅i底端與聯結件3 握晨固定’以加強本創作絲凝土 5之結合強度；另外，該延伸件212係提供 標示提醒之效用，使操作混凝土 5灌漿作業者得根據延伸件212之提醒以纖 混凝土5應灌置至何種高程，因而不會發生混凝土5超量或不足之情形。 請參閱第七圖至第九圖所示，其係本創作塾塊結構之其他實施例，盆中主 要元件與第-實施例相同者，综此不再贅述，如下僅就不同結構救述之。 第二實施例係如第七騎示，該延伸細細顏色區物2註記方式 料標示提㈣’㈣柳，麵·奴簡及顏色 ^2122作梅，爾他晌細糊作伽輪辨 應灌置至何種高度之範疇中。 第三實施例係如第八圖與第九圖所示，該限位部U係為承載件i上之一弧 形缺槽12，獅缺槽12即可提供限位鋼筋之功效，令鋼筋擺置更為整齊且不 M346648 ’易發生脫位之可能性。 -由上所述者僅為用以娜本創作之較佳實施例，並非企圖據以對本創作做 7式上爛，砂，凡有仙㈣刪·^本辦之任何修 飾或變更者，皆仍應包括在本創作意圖保護之範脅内。 綜上所述，本解魏職储觀計、制制性域核益上，確實 是完全符合絲上魏雌，歸鑛讀翻作歧具麵絲有的創新構 造，所以其具有「新穎性」應無疑慮，又本創作可娜結構更具功效之增進， 亦具有「進步性」，其完全符合姻專利法有_型專利之中請要件的規 定，乃依法提起專利巾請，並崎釣局早日審查，並給予肯定。 【圖式簡單說明】 第一圖係本創作墊塊結構立體透視示意圖。 第二圖係本創作墊塊結構立體倒視示意圖。 第三圖係本創作墊塊結構剖視示意圖。 第四圖係本創作塾塊結構承置鋼筋狀態示意圖。 第五圖係本創作墊塊結觸置混凝土示意圖。 第六圖係本創雜塊結構灌置混凝土後示意圖。 第七圖係本創作魏結構第二實施例示意圖。 第八、九圖係本創倾塊結構第三實施例示意圖。 【主要元件符號說明】 12 弧形缺槽 2121刻度尺 5 混凝土 1承載件11限位部ln失片112限位空間 2支撐件21容置孔211阻擔件212延伸件 2122顏色區塊3聯結件31受力區域4鋼筋M346648 VIII. New description: _[New technical field] This creation department is about a pad structure. In detail, it is about a design with uniform bearing and limit steel bars, and a design with both signs and reminders. [Prior Art] According to the general construction process, the construction process is divided into several stages: 1. Excavation, land preparation, sprinkling grading and foundation surface grouting treatment. Lu 2. According to the construction drawing, the steel or steel bones are erected on the foundation to form a preliminary structure, and buried pipes, water pipes, electric pipes or power distribution facilities are buried in the construction structure. 3. Form a template around the building structure and place concrete in the formwork. After the concrete is cured, the formwork is removed after the strength is completed. 4. Repeat steps 2 and 3 to continue to complete the construction structure of the other stages on the completed building structure until the building body is completed. 5. Make renovation treatments for the construction table φ and domain, such as office engineering or cement mortar painting, and other related hydropower projects. The above is the most basic process of general building construction, and the erection of steel and concrete in the second and third stages is an indispensable part of the construction process, and usually before the erection of the steel, usually, A considerable amount of concrete blocks are placed on the ground, and the steel bars are laid on the concrete blocks. • When the concrete is poured, the shame can be placed under the bottom of the bottom and the inclined wire is cut to prevent the external factors from being invaded. People take care of steel bars or cause soil testing, and generally create a lining-like coagulation. The dragon is not easy to handle, and the surface is usually not flat, resulting in ribs = X on ', on When there is a possibility of skewing, etc., some manufacturers have improved the design of concrete blocks. ^ Please refer to the Republic of China Patent Application No. 7 (1) Tiger for this concrete block. 』, it is an ideal block for civil engineering construction, mainly including: two front 5 M346648 - rear foot plate; two-shaped record New York ± square of her; shape two two on the armor (four) open up - the folder ; and the connection of the two front and rear feet Other major farming; by two front and rear legs branch against the floor of the mold plate top surface and effect mouthpiece clip steel or tubes of the upper clamp, to ensure that steel wire and template top surface remains a not less than the distance specification brought the slab protective layer thickness. However, although the f-shaped pad can provide the support and the reinforced ribs, the shape of the front and rear foot plates and the joint plate is quite uniform and non-uniform, so that it can withstand the lateral direction. The force is different, but the steel lungs are not only one-way. The kneading is laid in a two-way interweaving manner. Therefore, when the steel bars are laid on the used blocks, the steel bars are more likely to bear lateral forces along the blocks. The weak point creates an offset, which causes the age of the shop to be worn, and the offset shop also changes the position of the center of gravity, which causes the amount of depression generated in the steel body to vary, even the block, etc., and the concrete After the filling, the shape of the county can not be mixed with the normal construction regulations, and the construction quality is greatly reduced; in addition, the conventional block does not provide a mark to remind the concrete to be poured to which height' and the butterfly The Wei of the elevation changes, so when the Weicheng concrete filling operation, the potential for concrete filling is more or less, and the height of the filling surface is inconsistent, the mouth-to-use ratio can be quite Limited, it is necessary to Hair may provide a uniform bearing steel counter and limiting functions' and the utility of both labeled alert pad design. [New Content] • The main purpose of this creation is to provide a spacer structure that can improve the lack of uniformity and unevenness of the conventional pad bearing area, and the lack of a reminder function. In order to achieve the aforementioned creative purpose, the present invention includes at least one carrier member, and a plurality of support members and coupling members, wherein: the creation system is made of an elastic material in an integrated form, and the carrier member is used to carry steel bars. And the support member is disposed at the bottom end of the carrier member, and the support member has a considerable length. When the steel bar is placed on the carrier member, the support member can be brought into contact with the ground to provide the weight of the steel bar. Utility, and make the steel M346648. The ribs and the ground storage are appropriate, the money continues to carry out the thief soil, mixing the protective layer between the ground and the steel bar to the appropriate thickness of the alkali, to prevent the outside world from being good The contact piece is connected with the drawing piece, and the connecting parts are arranged in a staggered arrangement, and the structural type of each side of the human creation is responsive, so that it can bear the lateral tree in all directions. For _, there will be no deviation along the direction of the load from the load. In addition, the joint between the support and the support of the erected crane will form a force-bearing area, and the joint between the joint and the support will form a frame type. State, in terms of - the junction of each node, The node has at least three directions to provide the transmission of power, so this creation breaks - by the force area to make the "average transfer money, __ nuclear continuation of the social structure also makes this creation Yishen Jiheng, #余翻度更更更增增增, so that the creation and better allowable carrying capacity and less prone to damage; in addition, the breadboard is provided with a limit part, the limit part is with two clips The film consists of two clips (four) side-out-limits, so when the steel bar is placed on the carrier, the shouting film can be used to make the joints more comprehensive to prevent the dislocation of the steel bars to prevent dislocation, and The center of gravity of the steel bar falls at the center to avoid the possibility of overturning; the support member-end axially has a receiving hole therein, and the receiving hole is for the extension member to be inserted, the extension member is attached With a scale, before the concrete grouting operation, the elevation can be measured on the spot. When it is determined that the shame is high, the height of the bribe can be calculated and the height is marked, so the resident Silk soil filling, can be reminded by the marking on the extension, to know that the mixed political soil Whether the amount set in place, without the excess or deficiency of the situation. = This book can be used to promote the creation of the real money, and to be publicized to the public. [Embodiment] The creation system has a pad structure. Please refer to the figures - to the third, which mainly includes at least one carrier member and a plurality of reading members 2 and coupling members 3, wherein: The material is made of - body crane, the carrier is called - a) is 7 M346648 'rectangular plane shape, which is used to carry steel bars - is placed on the side of the carrier 1 ^ with the tooth 2 (this implementation For example, four) are placed in the stalks of the stalks, and the stencils are swayed, and the smashing of the slabs is used to distinguish the smashing, the smashing of the pieces 2 and the ground screaming the weight of the slab, Qian Gangfeng __ When it turns, _彳_ suspected that the ground wire operation when 'fine soil can be reinforced; increase the adverse factors invading the joint piece 3 (this embodiment is the butterfly can, and - the joint piece Μ = piece 1 state _ Qing _ _Qing 3^=2 ..., he two tore 2 ride, #峨(4)_3 fine ancestors take the coffee away, (four),, _ Zina Na loses the lateral force (four) the collapse of the force peak; correct, the resident is X-shaped ^ 〃 The reading member 2 is laterally-exposed to the force-receiving region 31 of the area of the bearing member i, and the structure of the coupling member 3 and the supporting member 2_-shaped crane is turned, and each node has at least two nodes. For the board _, so the sample In addition to (4) fine 31, the new ones are called, the combination of the three pieces and the structure of the street frame of the support 2 also make the power of this creation pass the benefits: Hengtian..., "Strength is stronger This makes the creation of better tolerance and is not easy to worry. The "Hui carrier 1" is provided with a limit portion u, which is enclosed by two pieces of HI z and two yan films. a limiting space 112, so that when the reinforcing bar is placed on the carrier 1, the clip is in the line, and the reinforcing bar can be restrained in the limiting space 112, so that the position of the reinforcing bar is more neat to prevent dislocation, and The weight of the paving is 4 at the center to avoid the possibility of undulation. The 2 - end of the supporting member is provided with an accommodating hole 21 in the axial direction, and the bottom end of the accommodating hole 21 is provided with a blocking block. The piece 2U, by means of the blocking (4), the receiving hole 21 is in the form of a single outlet, and the receiving hole M21648 is provided with an extension member 212, and the extending piece 212 is provided with a scale 2121, When performing this concrete filling table operation, the elevation can be measured on the spot, and when the height of the finished surface to be filled by the concrete is determined, the visible extension 212 can be seen. The ruler 2121 calculates the elevation and marks it, so when the constructor performs the concrete filling, the acid can be extracted by the indication on the extension member 212 to know whether the concrete filling amount is in place without excessive or insufficient • When using this creation, please refer to the fourth to sixth figures. When you want to place the steel bar 4, you can place the number of the petals before the ground and sew the steel 4 in the county. In the limit portion 11 of the cake 1, the original fabric is subjected to the weight of the steel bar 4, and the order of the steel bars 4 is more neat, and the steel bar 4 has a considerable distance from the ground by the creation, thereby making the concrete 5 A protective layer of appropriate thickness is formed between the steel bar* and the ground, and the outer layer is prevented from being reinforced by the steel bar 4, and the joint is also connected to the support member 2 by the joint member 3, so that the concrete 5 is allowed to enter the cake. The bottom end and the connecting member 3 are fixed in the morning to enhance the bonding strength of the original silk concrete 5; in addition, the extending member 212 provides the effect of indicating the reminder, so that the operator who operates the concrete 5 grouts according to the reminder of the extending member 212 What kind of elevation should the fiber concrete 5 be filled to? Scenario 5 excess or deficiency of the concrete does not occur. Please refer to the seventh to ninth figures, which are other embodiments of the present block structure. The main components in the basin are the same as those in the first embodiment, so I will not repeat them here. . The second embodiment is as shown in the seventh riding, and the extended thin color area object 2 is marked with a note indicating that (4) '(4) Liu, noodles, slaves, and colors ^2122 for plum, and the other is a fine-grained karma. The height to which it is placed. The third embodiment is as shown in the eighth figure and the ninth figure. The limiting portion U is an arc-shaped notch 12 on the carrier i, and the lion-deficient slot 12 can provide the function of limiting the reinforcing bar to make the reinforcing bar The placement is more neat and not M346648's possibility of dislocation. - The above description is only a preferred embodiment for the creation of Naben, and it is not intended to make any modification or change to the creation of the 7th style, sand, and any immortal (4) deletion. It should still be included in the scope of this creative intent. In summary, this solution to the Weiguan store view, the system of the domain of the nuclear benefits, is indeed in line with the silk on the Wei female, returning to the mine to turn into a different surface of the innovative structure, so it has "novelty It should be undoubtedly considered that the creation of the Kena structure is more effective, and it is also "progressive". It fully complies with the requirements of the _type patent in the patent law, and it is legally filed with a patent towel. The fishing bureau will review it early and give it affirmation. [Simple description of the figure] The first picture is a perspective view of the structure of the creation block. The second picture is a schematic perspective view of the structure of the created pad. The third figure is a schematic cross-sectional view of the structure of the creation pad. The fourth picture is a schematic diagram of the state of the steel bar in the creation of the block structure. The fifth picture is a schematic view of the touch block concrete of the creation pad. The sixth picture is a schematic diagram of the concrete after the concrete structure is filled. The seventh figure is a schematic diagram of the second embodiment of the present Wei structure. The eighth and ninth drawings are schematic views of the third embodiment of the present inverting block structure. [Main component symbol description] 12 arc-shaped notch 2121 scale 5 concrete 1 carrier 11 limit portion ln lost piece 112 limit space 2 support member 21 accommodation hole 211 resistance member 212 extension member 2122 color block 3 connection Piece 31 stress area 4 rebar