200532076 九、發明說明： 【發明所屬之技術領域】 本發明係關於一種具有長形凹槽之帶狀基礎施工方 法，用以作為建造相似之建築結構時使用，其特別係利用 預鑄之長形凹槽設置於地基基礎所達成者。 【先前技術】 習知地基基礎之建造程序中，其建築物的基礎係由混 鲁 凝土所建造而成，且這類的建築技法通常需要許多工作天 以及許多人力的工作時數才能完成。在這類傳統的建築技 法中，根據施工地點的條件設置具有特定寬度以及深度的 溝槽，且挖掘至冰凍線(fr〇stline)以下，並環繞於建築物所 要設置的周圍處。其所完成之地基基礎，係提供設置板體 構件，用以構成且具有大跨距的建築結構技術，這類習知 技術的牆板係以豎立、負載以及懸臂板方式支撐其屋頂， 甚至支撐其夾層中的地板結構。然而，在習知的地基基礎 % 之建造程序中，其建築物之基礎係由灌注混凝土所形成， 並花費數天以及許多人工才得以完成。再者，習知的地基 基礎之建造程序中，其無法有效且快速地達到長形凹槽之 水平校準。因此，本發明基於習用地基基礎施工方法，乃 亟思改良，發明出一種具有長形凹槽之帶狀基礎施工方法。 【發明内容】 本發明係關於一種具有長形凹槽之帶狀基礎施工方 去，用以取代習知以板體構件且提供支撐具有大跨距的屋 頂結構以及支撐其夾層中的地板結構， 以實際解決一個甚 6 200532076 至是數個前述相關技術中的限制及缺失。 ^發明之主要目的係提供一種具有長形凹槽之帶狀 基礎鈿工方法，並透過吊車的輔助，只需要一些專業的設 肴、及夕、數的工作人員，而將習知的施工程序簡化者。本 發明之另一目的係提供一具有長形凹槽之帶狀基礎施工 方其係具有水平懸吊裝置可提供建造過程中，用以在 少里人力下’快速地進行帶狀基礎中的長形凹槽之水平位 置校正。 基於前述本發明所欲達成之目的，本發明一種具有長 形凹槽之帶狀基礎施工方法，其長形凹槽係用以容置裝設 並支撐特定的板壁結構物，且包括：該長形凹槽係預鑄的 凹槽結構；透過數個設置於一溝槽週邊的水平懸吊裝 置’將該長形凹槽懸掛在該溝槽上；透過該水平懸吊裝置 調整該長形凹槽的水平度；將新鮮的混凝土灌注至該帶 狀基礎中，使得該長形凹槽與強化結構結合。 另外，該帶狀基礎具有一長形凹槽，且該長形凹槽具 有一對第一穿孔以及一對第二穿孔，用以分別提供吊車纜 、繩的懸掛以及水平懸吊裝置的懸掛。其中包括一主要支撐 樑兩側分別形成延伸端，該些延伸端係設置於所對應之支 撐部的鞍部上。 再者，該支撐部包括有液壓裝置設置於基座之殼體 中’並可在兩個相互垂直的水平方向上滑動，該基座係設 置於支撐板上，且兩個具有矩形斷面之水平閂體係固接兩 對位置對稱的垂直桿，該些垂直桿則透過螺帽設置於主要 支撐樑中所對應的穿孔處，使得該些垂直桿的長度可藉由 螺帽進行調整。 7 200532076 為使熟悉該項技藝人士瞭解本發明之目的 功效’兹料下述具體實_，並配合所附 特徵及 說明如后。 式，詳加 【實施方式】200532076 IX. Description of the invention: [Technical field to which the invention belongs] The present invention relates to a method for constructing a strip-shaped foundation with an elongated groove, which is used when constructing a similar building structure, and particularly uses an elongated shape of a concrete The groove is provided on the foundation foundation. [Prior art] In the construction process of the conventional foundation, the foundation of the building is constructed from concrete, and this type of construction technique usually requires many working days and many man-hours to complete. In this type of traditional building technique, trenches with a specific width and depth are set according to the conditions of the construction site, and are excavated below the frost line and surround the surroundings of the building. The foundation foundation completed by it is provided with panel members to form a large-span building structure technology. The wall panels of this type of conventional technology support its roof by means of erecting, loading and cantilever boards, and even support Floor structure in its mezzanine. However, in the conventional foundation foundation construction process, the foundation of the building is formed by pouring concrete, and it takes several days and many labors to complete. Furthermore, in the conventional foundation foundation construction process, it is not possible to achieve the horizontal alignment of the long grooves efficiently and quickly. Therefore, the present invention is based on the conventional foundation construction method, and it is an urgent need to improve it, and invented a belt foundation construction method with a long groove. [Summary of the Invention] The present invention relates to a belt-shaped foundation construction method with a long groove, which replaces the conventional plate member and provides support for a large-span roof structure and a floor structure in a sandwich. In order to actually solve one of the limitations and deficiencies in the above related technologies. ^ The main purpose of the invention is to provide a method of masonry with a belt-shaped foundation with an elongated groove, and with the assistance of a crane, it only requires some professional staff to set up food, dinner and evening meals, and to learn the familiar construction procedures. Simplifier. Another object of the present invention is to provide a belt-shaped foundation constructor with a long groove, which has a horizontal suspension device, which can be used to quickly perform the length of the belt-shaped foundation during the construction process with less labor. Correct the horizontal position of the groove. Based on the aforesaid objective of the present invention, a belt-shaped foundation construction method with an elongated groove is provided in the present invention. The elongated groove is used for accommodating and supporting a specific wall structure, and includes: The groove structure is a trough structure; the long groove is suspended on the groove through a plurality of horizontal suspension devices provided around a groove; and the long groove is adjusted by the horizontal suspension device. The level of the trough; fresh concrete is poured into the strip-shaped foundation, so that the elongated groove is combined with the reinforcing structure. In addition, the belt-shaped foundation has an elongated groove, and the elongated groove has a pair of first perforations and a pair of second perforations, which are used to provide suspension of a crane cable, a rope, and suspension of a horizontal suspension device, respectively. It includes an extension end formed on both sides of a main support beam, and the extension ends are arranged on the saddle portion of the corresponding support portion. Furthermore, the supporting portion includes a hydraulic device arranged in a housing of the base, and can slide in two horizontal directions perpendicular to each other. The base is provided on the supporting plate, and two of the supporting plates have rectangular cross sections. The horizontal latch system is fixedly connected to two pairs of symmetrically positioned vertical rods, and the vertical rods are arranged at corresponding holes in the main support beam through the nut, so that the length of the vertical rods can be adjusted by the nut. 7 200532076 In order for those skilled in the art to understand the purpose of the present invention, the effects are as follows, together with the attached features and descriptions as follows. [Detailed implementation]
參考第1圖所顯示，本發明主要係針對 _吉構，將牆板固設至帶狀基礎之3縱負，支 中的方法進行發明。-般而言，這樣的基礎結構係 為容置並支撐特定的結構物，且此基礎結構且 ’、 縱向長形凹細沿著整個帶狀基礎(4)延。伸:、透 直負載支撐牆板(1)支撐其屋頂結構(可能是一層或是 有很多層），且該些垂直負載支撐牆板(1)實際上可以係宽 型溥板狀之實心樑柱構件，其底端並穩固地設置於一連浐 縱向長形凹槽(3)頂端開口中，用以支撐這些基礎建物广 、參考第2圖所顯示，該連續縱向長形凹槽(3)係預鑄的 導槽構件，用以取代習知的現場鑄造的導槽構件，然而在 傳統的建造方式中，其基礎之建造過程中最耗時間的部份 係輸送至建造位置，並迅速地定位於事先設置好的溝槽二） 中，如第4、第5以及第6圖所顯示。首先，根據施工地點 的條件設置具有特定寬度以及深度的溝槽（8)且挖掘至冰 /東線(frost line)以下，並環繞於建築物所要設置的周圍 處。由足夠的挖掘人力與物力，挖掘出寬而淺的溝槽（8)， 其溝槽（8)外型之檢截面係如第二圖所顯示。在不同黏聚 吨力的各種土壤中，最佳的係溝槽(8)外型係如圖中的虛 線所表示者，而土壤黏聚力越小，溝槽（8)側邊傾斜的角 度越大，且將需要預防其土壤滑動的危險。在大部份的狀 8 200532076 況中’除了土壌黏性極端地不足的狀況外，在接近該溝槽 (8)底部處都有可能找到堅固的土壤邊緣(earth side)以洗 鑄形成該帶狀基礎，而不需要側邊的板模，如第2圖所顯 示。建構一個溝槽（8)需要進行一次這樣的基礎挖掘以及 建構的程序’並透過動力裝置以及技術性的人力，藉由少 數個工人而快速且連續地進行。 參考第4圖所顯示，該吊車（10)可沿著該溝槽（8)邊緣 移動’而連續地提供預鑄的連續縱向長形凹槽(3)，並透 過運輸車（11)分送至該施工位置。再利用大約是四個工人 的小围體’在溝槽（8)周圍待命準備，並跟隨著且配合該 吊車（10)的運作’操作水平懸吊裝置(5)作用於該預鑄長導 槽體。因此，在維持吊車(10)鋼纜懸吊時，預鑄連續縱向 長形凹槽(3)分別透過兩個水平懸吊裝置(5)支撐，在同一With reference to Figure 1, the present invention is mainly directed to the _Gigao structure, the method of fixing the wall panel to the 3 vertical negative, support of the strip foundation. -Generally speaking, such a foundation structure is to accommodate and support a specific structure, and the foundation structure is extended along the entire strip-shaped foundation (4) along with the longitudinally elongated recesses. Extension: Through the straight load support wall plate (1) to support its roof structure (may be one or many layers), and these vertical load support wall plates (1) can actually be wide solid slab-shaped solid beams The column member, whose bottom end is stably set in the top opening of a long vertical groove (3), is used to support these basic structures. As shown in FIG. 2, the continuous longitudinal long groove (3) Tie guide grooves are used to replace the conventional on-site cast guide grooves. However, in the traditional construction method, the most time-consuming part of the foundation construction process is transported to the construction site and quickly Locate in the groove 2) set in advance, as shown in Figure 4, Figure 5, and Figure 6. First, according to the conditions of the construction site, a trench (8) having a specific width and depth is set and excavated below the ice / frost line, and surrounds the surrounding area where the building is to be installed. With sufficient excavation manpower and material resources, a wide and shallow trench (8) was excavated, and the inspection section of the appearance of the trench (8) is as shown in the second figure. In various soils with different cohesive tonnage, the best appearance of the groove (8) is shown by the dotted line in the figure, and the smaller the soil cohesion, the more inclined the side of the groove (8) is Larger, and will need to prevent the danger of its soil sliding. In most cases 8 200532076 'except for the condition where the soil is extremely insufficient in viscosity, it is possible to find a solid soil side near the bottom of the trench (8) to wash and form the band Shape foundation without the need for a side die, as shown in Figure 2. Constructing a trench (8) requires such a process of foundation excavation and construction ', and it is performed quickly and continuously by a few workers through power equipment and technical manpower. As shown in FIG. 4, the crane (10) can be moved along the edge of the groove (8) to continuously provide a continuous longitudinal elongated groove (3), and is distributed by a transport vehicle (11). To the construction location. Reuse a small enclosure of about four workers 'stand by around the trench (8) and follow and cooperate with the operation of the crane (10)' to operate the horizontal suspension device (5) to act on the long guide Trough. Therefore, when the steel cable suspension of the crane (10) is maintained, the continuous longitudinal longitudinal grooves (3) are supported by two horizontal suspension devices (5), respectively, on the same
批人的協助下，而可經由該吊車將座體(3)豎立於溝槽（8) 中。因此達到長形凹槽(3)之定位，並可在該定車纔繩被 移除後’且其吊車⑽繼續進行下—個懸吊的施工程序。 透過前述方法而完成設置定位於該溝槽⑻中的元件 (12)，隨後會被另一組工作人員利用水平懸吊裝置⑺調整 且堆平。^著’在堆平卫作完成後，預拌車(Μ)開始配送 該溝槽⑻中且低於懸吊的預鑄槽道(13) •^如=4圖所顯示，並形成該帶狀基 結合該 =向其中，該連續縱向長形凹槽(3)係 静如同第2圖所顯示。按著前述 化者5玄溝槽叫進之操作步驟，平均而言，錢20公尺 不會超過15分鐘，而—個完整__道 9 200532076 透過有组織的技術性人員操作這樣的程序，即 t到各種干擾下或者是心不在焉的狀況下，仍可唯 每分鐘1公尺的速度，也就是說，每小時可完成约 清楚序將透過以下具體之實施方式’作更 1主月、。>考第7圖所顯示，該水平懸吊裝置(5)具有 样(8)窗译姜襟(51) ’ 5亥主要支樓標(5.1)之長度係大於該溝 』分別C分別形成—延伸端(5.2)，各個延伸端(5.2) 俜#置於:接於—支擇部(6)上的鞍部(6.5)，該支撲部⑹ 該溝槽(8)上端兩地搬動者，因此，可用於橫跨 Wm(3) 〇 . 、’ 口持该溝槽（8)中的連續縱向長形 盆^座二Γ支撑部(6)具有液壓裝置(6.1)，用以驅動 二“ϋ，殼體(6.2)中的元件垂直上升或下降。該 =體(6.2)之基座(6.3)係透過滾子組而設置於—對應之支 播板(6.4)上，該㈣(6 2)之移 ^支 (6.4)的面積’由於這是本 闽卫㈣制於該支擇板 中顯示。 料月之次要特徵，所以並未於圖 預铸的連續縱向長形凹槽 造型的水平問體⑺，該咏水平(=懸掛於兩個方形斷面 向長形凹槽⑴侧壁中所對應^體(:)係卡設於該連續縱 二穿孔(3.2)通常會以方形斷面取代―圓:斷 =3^ 縱向長形凹槽(3)避免因為操作所面帛以$連、、貝 心轉動。 不*而使得繞著閂體之軸 該水平閃體(7)係透過兩根 設於主要支撐樑(5·1)中的兩個 干(5·3)垂直穿過並固 巨離對稱之穿孔，該些垂直 200532076 該長形凹槽(3)位於溝槽之高度位置 、巧蹩孩些垂直桿(5·3)的長度，且該些垂直古曰 過，巾 =(5.4)固鎖於該主要支撐樑(5·ι)與水平問體(7係透 =定其長度’同時可因此使得該長形凹_達到:: 具有=:支=第=各個預鑄之長形凹_ :該r第孔:貫穿其薄壁四分之-位置處 使用。起重機懸帶懸吊長形凹槽(3) 之第-穿心！ 一個程序中，該長形凹槽(3) 中被舉起，並2過I配螺栓後，而可提供起重機從卡車 麵的上方處糟直;！:==凹槽(3)於越過該溝 皮系Η匕 動些水料體⑺並將該此 =體⑺兩側之端部穿孔 •-述可处、於水平閃體⑺係矩形斷面’因此可避免 則述㈣成該長形凹槽(3)的轉動現 逐漸放下該長形凹槽⑶^心〜㈣起重機 主撐樑(5 1)固〜Τ 冓槽⑻中。接著將該主要 Ϊ碟：番亩: 撐部(6)上，並藉由螺帽(5.4)而固鎖 „ 最後，该水平懸吊裝置(5)支撐住該 :將遠長形凹槽（3)可能從起重機懸帶釋 : = :)上方開口處設置-模板⑽。 在^ 形凹槽(3)安置好後，必須進行水平校準 著辦個支物):轴:長=槽(3)的位置可透過沿 -所述，各個古h)轴向多動至更精確的位置。如 則戶斤达各個支擇部(6)可透過基座㈣於支 滑動。 200532076 /支樓邛（6)中具有液壓裝置(6丨），且各個液壓裝置 ㈣係之端部可提升或降低垂直高度，而可用以進行該長 =槽(3)之水平校準作業，並達刺免該長形凹槽(3)在 /上發生傾斜現象。如果該長形凹槽⑶發生側向傾斜 ^ ’只需些微調整該些垂直桿(5·3)高度，即可完成校正。 ^此，作為基礎的數個長形凹槽(3)，可懸掛於該些垂直 杯(5.3)，並經過反覆的校正而精確地排列定位，而該長形 凹槽(3)的精確設置，在後續的牆體建造階段具有相當大 的重要性。 最後’整個長形凹槽(3)完成水平校準，且懸掛在溝 槽上再透過第三組I人灌注新的混凝土至地基部份， 並力貝灌/主至該帶狀基礎⑴中的混凝土會填充該溝槽⑻ 底部與長形凹槽(3)之_空隙，使得該長形凹槽⑴穩固 地設置在溝槽中的特定高度位置處。在帶狀基礎⑷混凝 土固化成形後，即可移走該水平懸吊裝置(5)。 以上所述者僅為用以解釋本發明之較佳實施例並 非企圖具以對本發明作任何形式上之限制，是以’凡有在 相同之發明精神下所作有關本發明之任何修飾或變更，皆 仍應包括在本發明意圖保護之範疇。 【圖式簡單說明】 第1圖係所顯示本發明具有長形凹槽之帶狀基礎使用於典 型的負載支撐牆板結構之立體視圖； 第2圖係所顯示本發明具有長形凹槽之帶狀基礎的局部剖 視圖； 200532076 第3圖係所顯示本發明預鑄長形凹槽之立體視圖； 第4圖係所顯示本發明具有長形凹槽之帶狀基礎施工狀態 的立體視圖； 第5圖係所顯示本發明具有長形凹槽之帶狀基礎施工中的 長形凹槽第一狀態的橫剖視圖； 第6圖係所顯示本發明具有長形凹槽之帶狀基礎施工中的 長形凹槽第二狀態的橫剖視圖； 第7圖係所顯示本發明具有長形凹槽之帶狀基礎的水平閂 體組裝示意圖。 【主要元件符號說明】 垂直負載支撐牆板(1) 長形凹槽(3) 第一穿孔(3·1) 第二穿孔(3·2) 強化結構(3.3) 帶狀基礎(4) 水平懸吊裝置(5) 主要支撐樑(5.1) 延伸端(5.2) 垂直桿(5.3) 13 200532076 螺栓(5·4) 端部穿孔(5.5) 支撐部(6) 液壓裝置(6.1) 殼體(6·2) 基座(6·3) 支撐板(6·4) 鞍部(6·5) 水平閂體(7) 溝槽(8) 吊車(10) 運輸車（11) 元件（12) 預鑄槽道(13) 預拌車（14) 模板（15)With the assistance of a group of people, the seat (3) can be erected in the groove (8) by the crane. Therefore, the positioning of the long groove (3) is achieved, and after the fixing rope is removed ', the crane ⑽ continues the next suspension construction procedure. The component (12) positioned in the trench ⑻ is completed through the aforementioned method, and then adjusted and stacked by another group of workers using the horizontal suspension device ⑺. ^ 着 'After the completion of the stacking satellite, the ready-mixed vehicle (Μ) began to distribute the middle and lower suspension channels (13). ^ As shown in Figure 4 and formed the belt The base is combined with this = toward, and the continuous longitudinally elongated groove (3) is as shown in FIG. 2. According to the above-mentioned operation steps of the Huaxuan groove, on average, 20 meters of money will not exceed 15 minutes, and a complete __ 道 9 200532076 to operate such procedures through organized technical personnel That is, under various disturbances or absent-minded conditions, the speed can still be only 1 meter per minute, that is, it can be completed about an hour in a clear order. The following specific implementation methods will be used to make a major month, . > As shown in Fig. 7, the horizontal suspension device (5) has a sample (8) window translation Jiang Jin (51) 'The length of the main branch standard (5.1) is longer than the groove.' —Extended end (5.2), each extended end (5.2) 俜 # is placed on: connected to—the saddle part (6.5) on the support part (6), the support part ⑹ the groove (8) is moved at the two ends Or, therefore, it can be used across Wm (3) 〇, 'mouth holding the continuous longitudinally elongated basin in the groove (8) ^ support two (6) has a hydraulic device (6.1) to drive Two "ϋ, the components in the housing (6.2) rise or fall vertically. The base (6.3) of the body (6.2) is set on the corresponding seeding plate (6.4) through the roller set. The ㈣ (6 2) The area of the shift ^ support (6.4) 'Since this is the display of this support plate made by Ben Weiwei. It is a secondary feature of the month, so it is not a continuous longitudinal elongated recess pre-cast in the figure The horizontal shape of the trough shape ⑺, the chanting level (= hanging in the side wall of the two rectangular cross-sections of the long groove ⑴ corresponding to the ^ body (:) is stuck in the continuous vertical two perforations (3.2) usually Square section replaces ―Circle: Broken = 3 ^ Long vertical groove (3) to avoid In order to operate, the surface is rotated by $, 贝. The horizontal flash body (7) around the axis of the latch body is passed through two stems provided in the main support beam (5 · 1). (5 · 3) pass vertically and fix the large and symmetrical symmetrical perforations, the vertical 200532076 the long groove (3) is located at the height of the groove, and the length of the vertical rod (5 · 3), and In these vertical ancient times, the towel = (5.4) is fixed to the main support beam (5 · ι) and the horizontal interbody (7 series penetration = setting its length '), so that the elongated recess can reach: =: 支 = 第 = Earth concave of each 預鑄 _: The r-th hole: used through its thin-walled quarter-position. The crane's suspension belt suspends the long groove (3) of the first-through heart! In one program, the long groove (3) is lifted, and after passing I bolts, it can provide the crane to straighten from above the truck face;!: == the groove (3) is over the The ditch skin system moves some water bodies and perforates the ends of the two sides of the body body.-This can be treated as a rectangular section of the horizontal flash body, so it can be avoided to form the long shape. The rotation of the groove (3) is now gradually lowering the long groove. ~ The main supporting beam (5 1) of the crane is fixed in the groove. Then the main plate: Fanmu: stay (6), and locked by the nut (5.4). Finally, the The horizontal suspension device (5) supports this: the long elongated groove (3) may be released from the crane suspension belt: = :)-the template ⑽ is set. After the ^ -shaped groove (3) is placed, A horizontal alignment must be performed to hold a branch): Shaft: Length = The position of the slot (3) can be moved to a more precise position by moving along the axis described above. If so, each support section (6) of Hujin can slide on the support through the base. 200532076 / Hydraulic unit (6) has a hydraulic device (6 丨), and the end of each hydraulic device system can raise or lower the vertical height, and can be used to perform the horizontal calibration operation of the length = slot (3), and The thorns prevent the elongated groove (3) from tilting on / on. If the elongated groove ⑶ is tilted sideways ^ ′, just need to slightly adjust the height of the vertical rods (5 · 3) to complete the correction. ^ Here, several long grooves (3) as the basis can be hung from the vertical cups (5.3), and can be accurately aligned after repeated corrections, and the precise setting of the long grooves (3) It is of considerable importance in the subsequent wall construction phase. Finally, the entire long groove (3) is horizontally calibrated, and suspended from the groove, and then the new group of people is poured into the foundation through the third group of people, and the shells are poured into the belt-shaped foundation. Concrete fills the gap between the bottom of the trench ⑻ and the long groove (3), so that the long groove ⑴ is firmly set at a specific height position in the groove. After the band-shaped foundation concrete is solidified, the horizontal suspension device (5) can be removed. The above is only used to explain the preferred embodiments of the present invention and is not intended to limit the present invention in any form. It means' any modification or change related to the present invention made under the same spirit of the invention, Should still be included in the scope of the present invention. [Brief description of the drawings] Figure 1 shows a perspective view of a strip-shaped foundation with an elongated groove of the present invention used in a typical load-supporting wallboard structure; Figure 2 shows a perspective of the present invention with a long groove. Partial cross-sectional view of a strip foundation; 200532076 Fig. 3 is a perspective view of the long groove of the present invention; Fig. 4 is a perspective view of the construction state of the strip foundation with a long groove of the present invention; Fig. 5 is a cross-sectional view showing the first state of the long groove in the construction of the strip foundation with the long groove according to the present invention; Fig. 6 shows the A cross-sectional view of the second state of the elongated groove; FIG. 7 is a schematic diagram showing the assembly of a horizontal latch body with a strip-shaped base having an elongated groove according to the present invention. [Description of main component symbols] Vertical load-supporting wallboard (1) Long groove (3) First perforation (3 · 1) Second perforation (3 · 2) Reinforced structure (3.3) Banded foundation (4) Horizontal suspension Lifting device (5) Main support beam (5.1) Extension end (5.2) Vertical rod (5.3) 13 200532076 Bolt (5 · 4) End perforation (5.5) Support portion (6) Hydraulic device (6.1) Housing (6 · 2) Base (6 · 3) Support plate (6 · 4) Saddle (6 · 5) Horizontal latch body (7) Groove (8) Crane (10) Transport vehicle (11) Element (12) Slot channel (13) Ready truck (14) Template (15)