五、新型說明： 【新型所屬之技術領域】 本創作是有關於一種混凝土牆施工模板吊掛裝置之設 計，尤指一種可利用吊掛裝置簡便地將預鑄模板吊掛襯設於 適當位置，以築成混凝土牆。 【先前技術】 按，由於現代社會的建築業的技術水準日漸提高，因此， 般建築業界對於減低產品成本及提高工程品質是為更加講 究與注重，是以如何提高施工效率關時，亦更要加強工程 ^質提昇75為首要工作；·，如何開發出—縣顧成本及 扣質的施卫方式’早已變成所有建築業研發者與建築商最想 克服的幾個問題，而上述内容中所面臨的問題也正是本案創 作人研發本案的動機所在。 習用道路驗土擋土狀駐方法十分的多樣，以目前 最常見的方式舉例，傳統混凝土擋土輕工方式包括： 卜底段牆身模板組立步驟：利用木製模板配合多數斜樓 桿搭建組立； 2、 底段牆歧置步驟：魏擬场置人底段牆身模板； 3、 底段牆身模板拆模步驟：將底段牆身模板拆除； 4、 回填第一段土方步驟： * 1=7填部份土方，以支撐上段牆 身模板的斜撑·桿組立； 5、 上段牆身模板組立步驟：_木製模板配合多數斜樓 桿搭建組立； 6、 上段牆身澆置步驟：將混擬土洗置入上段牆身模板； 7、 上段牆身拆模步驟：將上段牆身模板拆除； 8、 土方回填步驟：回填土方至預設高度。 以上所述傳統的道路擋土牆之施工方法雖然已在建築業 中長時間被運用’但是上述施工方法實錢仍會產生若干無 法解決的缺點，其中最主要的問題在於： 其一，傳統的道路混凝土擋土牆之施工方法由於一直係 採用木製模板配合多數斜撐桿搭建，所以在地形變化大、風 力強烈的施工地點作業時，作業人員固定模板橫擋及斜撐桿 都會十分困難，較無法確實保持模板穩固，造成澆置時常會 產生敗（爆）模的狀況。 其二’由於傳統的道路混凝土擋土牆之施工方法係採用 木製模板配合多數斜撐桿組立而成，所以牆身高度超過五公 尺以上便不易施工，大多採用分段澆置的方式，而且必須一 面向上澆置、一面進行土方回填的工作，若是土方回填進度 無法配合，則將使施工進度癱瘓。 針對以上各種製造方式的缺陷，在追求理想、實用的條 件之下，本創作人乃經詳思細索，並積多年從事相關施工與 相關建築工程之建造、研究與開發的經驗，終而得以開發出 一種施工快速簡便’且兼顧成本及品質的混凝土牆模板吊掛 裝置。 【新型内容】 本創作之主要目的，係在於提供—觀凝场施工模板 吊掛裝置，可方便翻吊掛起麟土擋场補大型模板能 力並以触設備雜至定點，省略人力岐木製模板及於 拆模起模時紐逐—賴之錢，為便獅速再搭模之優 點，增加施工上方便性與節省人力資源。 本創作之另-目的’係在於提供一種混凝土牆施工模板 吊掛裝置’具有内、外模板同步位移吊掛功效，可防止整個 吊架因内物重不均_覆’妨便對魏觀凝土牆厚度 之模板襯設達到平衡、穩定之簡易操作功效。 為達上述之目的，本創作之混凝土牆施工模板吊掛裝置 可將組立喊可重覆使用的大片«模板吊掛起，並以機動 δ 史備將模板移位至混凝土擋土牆預鑄定點施作，而該吊掛裝 置係包括有-吊架、二導螺桿以及四導輪座所組成，其中該 二導螺桿分別設於吊架兩側縱向桿上，且其兩端桿部設有相 反導向之螺紋，而該導輪座則兩兩相對裝置於導螺桿兩側之 螺紋處，且於導輪座上方設有受該導螺桿同步導動之導螺 件’下方則利用吊勾附掛有水平桿，並利用水平桿上多數支 的勾體可以勾掛擋土牆模板，另導螺桿一端銜接有可驅動其 旋轉之傳動構件，以使該導螺桿轉動時，令相對應側之内、 外模板同步達到位移，以方便對欲施築混凝土牆厚度之模板 襯設達到簡易操作之功效。 【實施方式】 請參第1圖所示’本創作混凝土牆施工模板吊掛裝置1， 可將長型内、外模板(40a，40b)吊掛起，内、外模板(4〇a，40b) 為利用塑膠材製成可重覆使用的多數分片模板41組立成，再 以機動設備將内、外模板(40a，40b)移位至混凝土擋土牆預築 定點後，調整好内模板4〇a與外模板40b間距後，再加設相 關支撐斜撐桿、模板及筋網，再於内、外模板(40a，40b)模内 以混凝土一次灌漿築建成型，以加速施工進度。同時對於拆 模之後起模再搭模等後續加工動作，皆提供一簡便之施工條 件。 請參第1〜5圖所示，本創作之模板吊掛裝置丄構造，主 要設有一吊架10、二導螺桿2〇以及四導輪座3〇所組成。 上述所提之吊架10包含左、右兩側設有兩縱向桿u，於 兩縱向桿11之間^有至少—支連結成·結構的橫向桿 12，請附參第3圖所示，圖中實施例橫向桿12設為兩支，且 分別利_栓51與螺帽52鎖結於兩縱向桿u的末端，使縱 向桿11於末端垂直設有端片ιη，於端片m上設有穿孔 H2 ’將橫向桿12末端亦設有穿孔⑵，令· 5丨同時穿經 穿孔（112,121)而以螺帽52鎖結固定。再於兩縱向桿u的末 端處設有_ 13轉巾重心吊掛，又各縱向桿u的末端及 中央處分別設有-η職113，並_n形架上設有轴承座 上：::桿20係分別裝置於上述縱向桿11之軸承座14 而太勃:0兩端桿體部分別設有相反導向之螺紋2】， 實累㈣彻霜分別皆設有齒 、由-鍊條23挽設連接，且射—導螺桿2G另端部 銜接有-傳動構件，請附參第4圖所示，該傳動構件則由— 轴汉於導螺桿20之傘齒輪24，以及一垂直搭接且樞設於吊架 /之傘齒輪25所組成’且於傘齒輪25下箱接有-驅動 杯26。另外在圖式未示出的情形下，該所謂傳動構件亦可為 ^一可正反轉電控馬達行使，使馬達之袖心直接樞接於導螺 # 20端部’以電控馬達之正反轉達到驅動導螺桿洲之正反 轉。 四導輪座30其頂部分別各設有1螺件31，且兩兩相對 的螺設於各導螺捍2Q兩歡微21上以受導螺桿卻的導 動而同步反向位移，另各導輪座3〇於内部設置有導輪犯，且 下方設有-U形框33，於該u形框33底端設有一吊勾別(如 第2圖所示）’並利用同一橫向侧的吊勾％可附掛有一水平 桿35，利用水平桿35上多數支的勾體36可以勾掛擋土牆施 築内、外模板(40a’ 40b)。藉此，使兩側内、外模板(衡，她） 可同步達到姉，以枝對欲施土牆厚度之模板概設寬 距作調整設定，達到簡易操作之功效。 明同參第1、5〜7圖所示，本創作使用時，使用者可將一 轉把27嵌接於傘齒輪25下方之驅動桿26上轉動，並驅使該 搭接之傘齒輪26帶動螺桿20旋轉，此時螺合於導螺桿2〇 兩侧之導輪座3G則受其相反導向之螺紋31作用，而呈現相 互近合或制的同步姉效果(如第？騎示），因此本創作 斤。又之吊掛裝置1於操作内、外模板⑽&働)調整間距時可 令其產生同步位移，進而能防止整個吊架1G因内外配重不均 而翻覆。 清參第8圖所示，為本創作之另—實施例，其中該模板 吊掛裝置1 ’其導螺桿20所銜接之傳動構件係為—輪盤機構 28所设成，而使用者則可拉動該機構所繞設之索鍊29，藉以 帶動導螺桿20旋轉’令導輪座3Q產生同步位移，進而調整 内、外模板(40a，40b)相互近合或對開。 由此’本創作具有如下實用優點： 1、 可藉由反覆使用的塑膠製分片模板於施工現場迅速組 合，以组立成為一長型内外模板，再以模板吊掛裝置吊放至 適§位置，免除以木製模板現地釘築工作時效緩慢之缺點。 2、 於應用内外模板築建好混凝土牆之後，對於拆模、起 模欲移位另設搭建模板時之工作，提供一極為快速便利的換 位效應。 3、 模板吊掛裝置的設計零活輕巧，可隨應地形地變利用 小型機動設備如怪手或小型吊車移位至定點，同時可方便模 板輕易調整間距以框圍筋網，具有優異的施作便利功效。 綜上所述’本創作確實可達到預期之目的，提供一種模 板吊掛裝置·土牆婦模«掛雜，並使其可同步調整 内外模板至適畲間距，而於拆模起模時亦可一體性吊掛位移 =快速建構下-段混凝土擋场之搭建模板關進行後續 / Z主錢土健’碰令混凝域场«可為快速簡便， —降低工時成本，更可令模板书掛襯設時，達到平衡、穩 3易操作功效，可防A整個吊架因崎配重不均而翻 復’具有實用價值無疑，爰依法提出新型專利申請。 准以上所述者’僅為摘作之擁實關^已，當不能 定本創作實施之範圍；故，凡依本創作申請專利範圍 ==書内容所作之簡單的等效變化與修飾，皆應仍屬 本創作專利涵蓋之範圍内。 【圖式簡單說明】 圖係本創作模板吊掛裝置與相關模板組設示意圖。 第2圖係補健板巾顧置導輪麵合示音。 第3圖係本創作模板吊掛裝置組裝示意圖。 =圖係本軸衫__极胸冓件組裝示意 :吊掛裝置導螺桿及同步位移之導輪座構 ^係本觸㈣_____ 第7圖係本創作模板吊掛裝置導輪座 第8圖蝴峨局部細。 M404845 【主要元件符號說明】 1..模板吊掛裝置V. New description: [New technical field] This creation is related to the design of a concrete wall construction formwork hanging device, especially a hanging device that can be easily hanged in a suitable position by using a hanging device. To build a concrete wall. [Prior Art] According to the increasing technical level of the construction industry in modern society, the construction industry is paying more attention to and paying attention to reducing product costs and improving engineering quality. Strengthening the project quality improvement 75 is the primary task; · How to develop the county-based cost and deduction quality maintenance method has long become a problem that most construction industry developers and builders want to overcome, and the above contents The problem is also the motivation of the creator of this case to develop the case. The method of earth-retaining and soil-retaining in conventional roads is very diverse. In the most common way at present, the traditional concrete retaining methods include: The bottom wall formwork assembly steps: using wooden formwork with most inclined poles to form the assembly; 2. Disposal of the bottom wall: the wall template of the bottom section of the Wei-Pen site; 3. The demolishing step of the bottom wall formwork: remove the bottom wall formwork; 4. Backfill the first section of the earthwork steps: * 1 =7 fill some earthwork to support the upper wall template of the diagonal bracing rod; 5, the upper wall formwork assembly steps: _ wooden formwork with most inclined poles to set up; 6, upper wall body pouring steps: will The mixed soil is washed into the upper wall formwork; 7. The upper part of the wall is demolished: the upper wall formwork is removed; 8. The earthwork backfilling step: backfilling the earth to the preset height. Although the construction method of the traditional road retaining wall described above has been used for a long time in the construction industry, the above construction methods still have some unsolvable shortcomings. The most important problems are: Because the construction method of road concrete retaining wall has been constructed with wooden formwork and most inclined struts, it is very difficult for the operator to fix the formwork cross and diagonal struts when working at construction sites with large terrain changes and strong winds. It is impossible to ensure that the template is stable, and the situation of the failure mode is often caused by the pouring. Secondly, because the traditional road concrete retaining wall construction method is made up of wooden formwork and most of the diagonal strut, it is difficult to construct the wall height of more than five meters, and most of them adopt the method of segmental pouring. It is necessary to carry out the earthwork backfilling on one side and the earthwork backfilling work. If the earthwork backfilling progress cannot be matched, the construction progress will be paralyzed. In view of the defects of the above various manufacturing methods, under the pursuit of ideal and practical conditions, the creator has carefully studied and accumulated years of experience in the construction, research and development of related construction and related construction projects. Developed a concrete wall formwork hanging device that is quick and easy to construct and that takes into account cost and quality. [New Content] The main purpose of this creation is to provide a hang-up device for the construction of the condensate field, which can be easily hoisted and hanged to support the large-scale template and to meet the fixed point with the touch equipment, omitting the man-made wooden template. At the time of demolishing the mold, the new one is the one that relies on the advantages of the lion speed, which increases the convenience of construction and saves human resources. The other purpose of this creation is to provide a concrete wall construction formwork hanging device with the effect of synchronous displacement of the inner and outer formwork, which can prevent the entire hanger from being uneven due to the weight of the inner body. The thickness of the template lining is balanced and stable for easy operation. In order to achieve the above purpose, the concrete wall construction formwork hanging device of the present invention can be used to hang a large piece of the template that can be reused and reused, and the template is displaced to the concrete retaining wall by the maneuver The hanging device comprises a hanger, a two-lead screw and a four-wheel guide, wherein the two lead screws are respectively disposed on the longitudinal rods on both sides of the hanger, and the rods at both ends are provided Conversely guiding the thread, and the guide wheel seat is oppositely arranged on the thread on both sides of the lead screw, and the guide screw is arranged on the upper side of the guide wheel seat by the lead screw synchronously guided by the lead screw A horizontal rod is hung, and the retaining wall template can be hooked by a hook body of a plurality of branches on the horizontal rod, and the other end of the lead screw is connected with a transmission member capable of driving the rotation thereof so that the lead screw rotates when the lead screw is rotated. The inner and outer templates are synchronized to achieve displacement, so as to facilitate the simple operation of the template lining of the thickness of the concrete wall to be applied. [Embodiment] Please refer to the figure 1 for the creation of the concrete wall construction formwork hanging device 1. The long inner and outer formwork (40a, 40b) can be suspended, and the inner and outer formwork (4〇a, 40b) In order to use the plastic material to make 41 sets of reusable majority of the slab formwork, and then shift the inner and outer stencils (40a, 40b) to the concrete retaining wall with the motorized equipment, adjust the inner formwork. After 4〇a is spaced from the outer formwork 40b, the relevant supporting diagonal strut, formwork and rib net are added, and then the concrete is built in the inner and outer formwork (40a, 40b) by one grouting to accelerate the construction progress. At the same time, a simple construction condition is provided for subsequent processing operations such as demoulding and demoulding after demolding. Please refer to the figure 1~5. The template hanging device 丄 structure of this creation is mainly composed of a hanger 10, a two-lead screw 2〇 and a four-wheel guide seat. The above-mentioned hanger 10 includes two longitudinal rods u on the left and right sides, and at least a transverse rod 12 connected between the two longitudinal rods 11 and connected to the structure, as shown in Fig. 3, In the embodiment, the transverse rod 12 is set to two, and the yoke 51 and the nut 52 are respectively locked to the ends of the two longitudinal rods u, so that the longitudinal rod 11 is vertically provided with the end piece ιη at the end, on the end piece m. A perforation H2' is provided to provide a perforation (2) at the end of the transverse rod 12, so that the perforation (112, 121) is simultaneously inserted and fixed by the nut 52. Further, at the end of the two longitudinal rods, a center of gravity of the _ 13 sling is placed, and at the end and the center of each of the longitudinal rods u are respectively provided with a -n job 113, and the _n-shaped frame is provided with a bearing seat: The rods 20 are respectively arranged on the bearing housing 14 of the longitudinal rod 11 and are too sturdy: 0 the rod body portions at both ends are respectively provided with oppositely directed threads 2], and the actual (4) frosts are respectively provided with teeth, by-chain 23 The connection is provided, and the other end of the injection-guide screw 2G is connected with a transmission member, as shown in Fig. 4, the transmission member is composed of a bevel gear 24 of the lead screw 20 and a vertical overlap. And is pivoted on the hanger/bevel gear 25 and is connected to the bevel gear 25 to drive the cup 26. In addition, in the case where the figure is not shown, the so-called transmission member can also be operated by a positive-reverse electric control motor, so that the sleeve of the motor is directly pivoted to the end of the guide screw #20 to electrically control the motor. The positive reversal reaches the positive reversal of the driving lead screw. The four guide wheel bases 30 are respectively provided with a screw member 31 at the top thereof, and the two opposite screws are arranged on the two guide threads 2Q and the two springs 21 to be synchronously reversely displaced by the lead screw. The guide wheel base 3 is internally provided with a guide wheel, and a U-shaped frame 33 is arranged below, and a hanging hook (as shown in FIG. 2) is provided at the bottom end of the U-shaped frame 33 and utilizes the same lateral side. The hanging hook % can be attached with a horizontal rod 35, and the inner and outer templates (40a' 40b) can be hooked by the retaining wall by using a plurality of hooks 36 on the horizontal rod 35. In this way, the inner and outer templates (balances, hers) on both sides can be simultaneously synchronized, and the width of the template for the thickness of the wall to be applied can be adjusted to achieve the simple operation effect. As shown in the figures 1 and 5 to 7 of the same reference, when the creation is used, the user can rotate the rotary handle 27 to the driving rod 26 below the bevel gear 25, and drive the overlapping bevel gear 26 to drive. The screw 20 rotates, and the guide wheel seat 3G screwed to both sides of the lead screw 2 is acted upon by the oppositely directed thread 31, and exhibits a close-in or synchronized effect (such as the first ride). This creation is jin. Further, the hanging device 1 can cause the synchronous displacement when the inner and outer templates (10) & 働 are adjusted, thereby preventing the entire hanger 1G from being overturned due to uneven internal and external weights. As shown in Fig. 8, the other embodiment of the present invention, wherein the template hanging device 1' has a transmission member that is connected to the lead screw 20 is a wheel mechanism 28, and the user can Pulling the chain 29 around the mechanism to drive the lead screw 20 to rotate 'synchronizes the guide wheel seat 3Q, and then adjusts the inner and outer templates (40a, 40b) to close or close each other. Therefore, this creation has the following practical advantages: 1. The plastic stencils can be quickly combined on the construction site by re-use, to form a long internal and external template, and then hanged by template hanging device to the appropriate § The location, exempt from the shortcomings of the slow aging of the wooden formwork. 2. After the concrete wall is built by applying the inner and outer templates, it provides an extremely fast and convenient transposition effect for the work of demoulding and squeezing to set up the stencil. 3. The design of the template hanging device is light and light, and can be moved to a fixed point with small mobile equipment such as a strange hand or a small crane according to the terrain change. At the same time, it is convenient for the template to easily adjust the spacing to frame the rib net, which has excellent performance. Convenient effect. In summary, 'this creation can indeed achieve the intended purpose, providing a template hanging device · earth wall women's model « hanging, and it can adjust the internal and external templates to the appropriate spacing, and when the mold is demolished Can be integrated suspension displacement = rapid construction of the lower section - the concrete block of the construction of the template to carry out the follow-up / Z main money soil health 'collision of the coagulation domain field « can be quick and easy, - reduce working hours costs, but also make the template When the book is lining, it achieves balance and stability, and it is easy to operate. It can prevent the entire hanger from being uneven due to uneven weight. It has practical value and undoubtedly proposes a new patent application according to law. The above-mentioned ones are only for the sake of the possession of the authors. If the scope of the creation of the book cannot be determined, the simple equivalent changes and modifications made by the scope of the patent application == the contents of the book should be It is still covered by this creation patent. [Simple description of the diagram] The diagram is a schematic diagram of the creation of the template hang device and related templates. The second picture is a supplemental board towel with a guide wheel surface to show the sound. Figure 3 is a schematic diagram of the assembly of the original template hanging device. =图本本衫衫__极胸冓 Assembly diagram: hanging device lead screw and synchronous displacement guide wheel seat structure ^ system touch (4) _____ 7th figure is the creation template hanging device guide wheel seat figure 8 butterfly峨 Partially fine. M404845 [Description of main component symbols] 1. Template hanging device
1 0..吊架 11.. 1 2..橫向桿 13.. 1 4..轴承座 2 0..導螺桿 2 1.. 2 2..齒盤 2 3.. 2 4、2 5..傘齒輪 2 6.. 2 7..轉把 2 8.. 2 9..索鍊 3 0..導輪座 3 1.. 3 2..導輪 3 3·. 3 4..吊勾 3 5.. 3 6..勾體 4 Oa..内模板 4 0b. 4 1..分片模板 5 1..螺栓 5 2.. 1 1 1..端片 11 2 1 1 3..门形架 12 1 縱向桿 掛繩 螺紋 鍊條 驅動桿 輪盤機構 導螺件 U形框 水平桿 .外模板 螺帽 ..穿孔 ..穿孔1 0.. 吊架11.. 1 2.. transverse rod 13.. 1 4.. bearing housing 2 0.. lead screw 2 1.. 2 2.. sprocket 2 3.. 2 4, 2 5. . Bevel gear 2 6.. 2 7.. Turning handle 2 8.. 2 9.. Cable chain 3 0.. Guide wheel seat 3 1.. 3 2.. Guide wheel 3 3·. 3 4.. 3 5.. 3 6.. Body 4 Oa.. Inner template 4 0b. 4 1.. Segment template 5 1.. Bolt 5 2.. 1 1 1.. End piece 11 2 1 1 3.. Shape frame 12 1 longitudinal rod lanyard thread chain drive rod wheel mechanism guide screw U-shaped frame horizontal rod. outer template nut.. perforation.. perforation