TW200804661A - Mold-disassembling-free grillage girder construction method - Google Patents

Mold-disassembling-free grillage girder construction method Download PDF

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TW200804661A
TW200804661A TW95124974A TW95124974A TW200804661A TW 200804661 A TW200804661 A TW 200804661A TW 95124974 A TW95124974 A TW 95124974A TW 95124974 A TW95124974 A TW 95124974A TW 200804661 A TW200804661 A TW 200804661A
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Taiwan
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sleeve
concrete
mold
cylinder
construction
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TW95124974A
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Chinese (zh)
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TWI316106B (en
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Chia-Hung Weng
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Ho Hsin Construction Co Ltd
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Abstract

The present invention provides a mold-disassembling-free grillage girder construction method, comprising the following steps: positioning and fixing a plurality of retention seats on predetermined locations on a construction form where a plurality of openings are to be formed; respectively fitting a first cylinder, which is hollow and has openings on opposite ends, over each retention seat; fitting a second cylinder over the opening of the end of the first cylinder that is opposite to where the first cylinder engages the construction form and placing a temporary lid thereon; grouting concrete on the construction form outside the first cylinders until reaching a first predetermined height; using a height adjusting device to adjust the distance between the second cylinder and the first cylinder; grouting concrete to a second predetermined height; removing the temporary lids and the retention seats after the concrete solidify; and removing the construction form, after the concrete has been cured to predetermined strength, to form a floor of concrete grillage girder structure. The mold-disassembling-free grillage girder construction method of the present invention has the advantages of high construction efficiency and excellent floor horizontal precision.

Description

200804661 九、發明說明: 【發明所屬之技術領域】 本發明係關於-種可調式免拆模具格子襟, 可微調权具盖板南度以得到精確水平高产且' & 回又可向致率施工 f 〇 【先前技術】 #建築業者在樓板施工時預留開口’習知作法築 I &板上預留開孔位置處設置—成型裝置,再予以灌將,但 此種已知成型裝置體積大錢運不便,設計上未臻ς相;· 近來有中華民國專利申請案輯087 115830Α0 1 •=揭露-具有二端開口之免拆式格子樑模具,於該免拆式 才。子樑模具之二端開π處分別設置有—底座及—頂板,且 t底座及頂板之間設置有一固定軸,以使該底座及頂板藉 由固定軸分別設置於免拆式格子樑模具之二端開口處,以 籲防使工作人員不慎墜入免拆式格子樑模具中,而當各免拆 式格子樑模具之間灌注有適當之混凝土後,則將該底座及 頂板拆卸’藉以構成所需之高架地面,如此可利用免拆式 才《子樑模具之一端開口承載所需之地板。 上述習用高架地板之免拆式格子樑模具雖改善成型裝 .f體積大與搬運之不便,但Μ免拆式格子樑模具施工時 八易口此减土的壓力造成模具的變形,使最終樓板水平精 度達不到所要求之值’且許多構件組裝在其上無法快速拆 卸’者實影響施工效率。 5 200804661 士因此,如何發明出一種免拆模具格子襟工法,以使施 工時達到高施讀率且具精確樓板高度,將是本發明所欲 積極探討之處。 【發明内容】 、有鏗於上述習知免拆模具格子樑卫法之缺憾,創作人 有感其未祕完善,遂竭其lL研究克服,憑其從事 該項產業多年之累積經驗,進而研發出—種高效率且可微 調樓板水平精度之混凝土樓板預㈣孔的施4法,以期 達到南施卫效率且I高水平精度樓&之目#。 =上述目的’本料之—财赋场模具格子襟 ==含:將複數_定底齡職置朗定於建築模板 二之魏個開Π位置;分別將中空且兩端有開口之一 ::套筒套設於每一個固定底座;於每一個第一套筒接觸 —:ίΓ端的開口處安裝一第二套筒,且在其上置 二在建築模板上該些第—套筒外㈣置混凝土至 該第一泰:二度;歸由一高度調整裝置調整該第二套筒和 =、fc是土1间曰的距離,、堯置混凝土至一第二預設高度;待 是土麵後拆除該些臨時 凝土養護達一預設強度 二疋底座,以及待- 右:構樓板’本發明之可調式免拆模具格子樑工法具 成=工效率及樓板水平精準之優點。藉此,以達成一完 ΐ樑=水平高度精確且高效率施工之可調式免拆模具格 200804661 【實施方式】 為使貴審查委員充分瞭解本發明之目的、特徵及功 效,茲藉由下述具體之實施例,並配合所附之圖式,對本 發明做一詳細說明,說明如後。 請參考第一圖和第二圖,其分別為可調式免拆模具之 構造分解圖和組裝示意圖,整體可調式免拆模具由固定底 座1、第一套筒2 1、第二套筒2 2、臨時蓋3、固定板 4和水平精度調整螺絲5所組成,固定底座1上具四個固 接孔1 1可藉由固接螺釘1 3穿過該四個固接孔1 1以使 固定底座1固接於建築模板上,固定板4可藉由底座中心 螺絲1 2穿過固定板中心孔4 3並以螺帽4 1和墊片4 2 穿過底座中心螺絲12螺旋接合以固接固定板4於固定底 座1之上;第一套筒2 1套合固定底座1且在第一套筒2 1上方設第二套筒2 2,四水平精度調整螺絲5穿過第二 套筒2 2上之第二套筒螺絲孔2 2 1到達第一套筒2 1,# 藉由旋轉四水平精度調整螺絲5可調整第二套筒2 2和第 一套筒2 1之間距離。 請參考第三圖和第四圖,係為上述本發明可調式免拆 模具格子樑工法之較佳實施例侧剖面圖和流程圖,上述本 發明可調式免拆模具格子樑工法中,先在建築模板6上設 定預留開孔位置,且在該位置藉由固接螺釘1 3將固接底 座1固定於建築模板6上,之後進行鋼筋綁紮,再將第一 套筒2 1套接於固定底座1上,並以固定板4壓合固定底 座1和第一套筒2 1,且使底座中心螺絲1 2穿過固定板 7 200804661 中心孔4 3,再以螺帽4 1和墊片4 2穿過底座中心螺絲 1 2螺旋接合,使固定板4緊密壓合固定底座1和第一套 筒21;在第一套筒21上方依序安裝第二套筒22及臨 時蓋3,臨時蓋3用以防止之後灌漿作業時人員不慎墜落 和溢漿;進行灌漿且達一定高度而不到達第二套筒2 2, 此時因為混凝土的壓力會造成第一套筒2 1的變形,或第 一套筒2 1和固定底座1間鬆動,使得無法準確達到預定 樓板高度,本施工方法在此即藉由旋轉四水平精度調整螺 絲5以調整第一套筒2 1和第二套筒2 2間距離,使其模 具達到預定高度,這時再進行第二次灌漿使混凝土達到要 求高度,因第二次灌漿增加混凝土並不多,對第一套筒2 1變形影響不大,可確保樓板水平精度誤差在要求之誤差 範圍内;由上方拆卸並取出臨時蓋3、固定板4和固定底 座1,用於繼續進行下一模具之施工;最後待混凝土養護 達一定程度時,進行建築模板6拆卸施工即告完成。 如上所述,本發明完全符合專利三要件:新穎性、進 步性和產業上的可利用性。以新穎性和進步性而言,本發 明係於可調式免拆模具格子樑施工階段,可藉由二次灌漿 的工法配合模具可調整高度的設計,得到精確的樓板水平 高度,且多個構件可重覆使用,使得整體施工過程效率極 高;就產業上的可利用性而言,利用本發明所衍生的產品, 當可充分滿足目前市場的需求。 本發明在上文中已以較佳實施例揭露,然熟習本項技 術者應理解的是,該實施例僅用於描繪本發明,而不應解 200804661 讀為限制本發明之範圍。應注意的是,舉凡與該實施例等 效之變化與置換,均應設為涵蓋於本發明之範疇内。因此, 本發明之保護範圍當以下文之申請專利範圍所界定者為 準。 【圖式簡單說明】 第一圖為本發明中可調式免拆模具構造分解圖。200804661 IX. Description of the invention: [Technical field to which the invention pertains] The present invention relates to an adjustable type of unremovable mold lattice 襟, which can finely adjust the south cover of the right armor to obtain an accurate level and high yield and '& Construction f 〇 [Prior Art] #Construction workers reserve openings during slab construction. The conventional method is to set up the opening position on the I & board, and then fill it, but this known forming device The bulk of the money is inconvenient, and the design is unsatisfactory; · Recently there is a patent application case of the Republic of China 087 115830Α0 1 •=Exposure - a split-type lattice beam mold with a two-end opening, in this free-form type. The two ends of the sub-beam mold are respectively provided with a base and a top plate, and a fixed shaft is arranged between the base and the top plate, so that the base and the top plate are respectively disposed on the free-standing lattice beam mold by the fixed shaft. At the two end openings, to prevent the staff from accidentally falling into the free-form lattice beam mold, and when the appropriate non-removable lattice beam mold is filled with appropriate concrete, the base and the top plate are removed. It forms the required elevated ground so that the free-form type can be used. The above-mentioned conventional raised floor lattice-free lattice beam mold improves the volume of the molding and the inconvenience of handling, but the pressure of the soil is deformed by the pressure of the soil in the construction of the detachable lattice beam mold, so that the final floor is deformed. The horizontal accuracy does not reach the required value 'and many components are assembled on it and cannot be quickly disassembled', which affects the construction efficiency. 5 200804661 Therefore, how to invent a non-removable mold lattice construction method to achieve high reading rate and accurate floor height during construction will be the active discussion of the present invention. [Summary of the Invention] It is contrary to the shortcomings of the above-mentioned conventional free-form mold lattice beam method. The creator feels that it is not secret and perfect, exhausts its lL research and overcomes it, and relies on its accumulated experience in the industry for many years. A high-efficiency and fine-tuning of the concrete floor slab pre-(four) hole of the floor plan with high efficiency and fine-tuning, in order to achieve the efficiency of the south and the high-level precision building & =The above purpose 'The material of the material' - the field of the mold grid 襟 == contains: the plural _ fixed-age position is set in the construction template two of the Wei open position; respectively, hollow and open at one of the two ends: a sleeve is sleeved on each of the fixed bases; a second sleeve is mounted on each of the first sleeve contacts - the opening of the first end, and two of the first sleeves are placed on the building template (four) Set the concrete to the first Thai: second degree; the height adjustment device adjusts the second sleeve and =, fc is the distance between the soil, and sets the concrete to a second preset height; After the face is removed, the temporary concrete curing is up to a preset strength two-base base, and the right-to-right: slab slab's adjustable detachable mold lattice beam method has the advantages of high efficiency and accurate floor level. In this way, in order to achieve a complete beam-level height-accurate and high-efficiency construction of the adjustable free-form mold grid 200804661 [Embodiment] In order for the review board to fully understand the purpose, features and effects of the present invention, by the following DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail with reference to the accompanying drawings. Please refer to the first figure and the second figure, which are respectively an exploded view of the structure of the adjustable free-removal mold and an assembly diagram. The integrally adjustable mold-free mold is composed of a fixed base 1, a first sleeve 2 1 and a second sleeve 2 2 The temporary cover 3, the fixing plate 4 and the horizontal precision adjusting screw 5 are formed. The fixing base 1 has four fixing holes 1 1 which can be fixed by the fixing screws 13 through the four fixing holes 1 1 The base 1 is fixed to the building formwork, and the fixing plate 4 can be screwed through the center hole 43 of the fixing plate by the base center screw 12 and screwed through the base center screw 12 with the nut 41 and the spacer 4 2 to be fixed. The fixing plate 4 is fixed on the fixed base 1; the first sleeve 2 1 is fitted with the fixed base 1 and a second sleeve 2 2 is arranged above the first sleeve 2 1 , and the four horizontal precision adjusting screws 5 pass through the second sleeve The second sleeve screw hole 2 2 1 on the 2 2 reaches the first sleeve 2 1, # The distance between the second sleeve 2 2 and the first sleeve 2 1 can be adjusted by rotating the four horizontal precision adjusting screw 5. Please refer to the third figure and the fourth figure, which are side sectional views and a flow chart of a preferred embodiment of the above-mentioned adjustable type removable mold lattice beam method of the present invention, in the above-mentioned adjustable type unremovable mold lattice beam method of the present invention, A reserved opening position is set on the building formwork 6, and the fixed base 1 is fixed to the building formwork 6 by fixing screws 13 at this position, and then the reinforcing bar is tied, and then the first sleeve 2 1 is sleeved. Fixing the base 1 and pressing the fixed base 1 and the first sleeve 2 1 with the fixing plate 4, and passing the base center screw 12 through the fixing plate 7 200804661 central hole 4 3, and then the nut 4 1 and the gasket 4 2 through the base center screw 1 2 screw joint, so that the fixing plate 4 tightly presses the fixed base 1 and the first sleeve 21; the second sleeve 22 and the temporary cover 3 are sequentially installed above the first sleeve 21, temporarily The cover 3 is used to prevent accidental fall and overflow of the slurry during the grouting operation; the grouting is carried out and reaches a certain height without reaching the second sleeve 2 2, at which time the deformation of the first sleeve 21 is caused by the pressure of the concrete, Or the first sleeve 2 1 and the fixed base 1 are loosened, so that the reservation cannot be accurately achieved. The height of the slab, the construction method hereby adjusts the distance between the first sleeve 2 1 and the second sleeve 22 by rotating the four-level precision adjusting screw 5 to bring the mold to a predetermined height, and then performs the second grouting. To make the concrete reach the required height, because the second grouting increases the concrete, there is not much influence on the deformation of the first sleeve 21, which can ensure that the horizontal precision of the floor is within the required error range; the temporary cover is removed and removed from above. The fixing plate 4 and the fixed base 1 are used for continuing the construction of the next mold; finally, when the concrete maintenance reaches a certain level, the construction of the building formwork 6 is completed. As described above, the present invention fully complies with the three requirements of the patent: novelty, advancement, and industrial applicability. In terms of novelty and advancement, the invention is in the construction stage of the adjustable type free-form mold lattice beam, and the height adjustment can be adjusted by the method of secondary grouting to obtain the accurate floor height and multiple components. It can be reused, making the overall construction process extremely efficient; in terms of industrial availability, the products derived from the present invention can fully meet the needs of the current market. The invention has been described above in terms of the preferred embodiments, and it is understood by those skilled in the art that the present invention is only intended to depict the invention, and is not intended to limit the scope of the invention. It should be noted that variations and permutations that are equivalent to the embodiments are intended to be within the scope of the present invention. Therefore, the scope of the invention is defined by the scope of the following claims. [Simple description of the drawings] The first figure is an exploded view of the adjustable mold-free mold in the present invention.

第二圖為本發明中可_免拆模具組合示意圖。 第三圖為本㈣之可調式免拆模具格子樑讀之較佳實 施例側剖面圖。 模具格子樑工法之較佳實 第四圖為本發明之可調式免拆 施例流程圖。 【主要元件符號說明】 1 · · •固定底座 12· •底座中心螺絲 2 1· •第一套筒 2 2 1 •第二套筒螺絲孔 4 · · •固定板 4 2· •墊片 5 · · •水平精度調整螺絲 7 · · •混凝土The second figure is a schematic diagram of the combination of the molds that can be removed from the present invention. The third figure is a side cross-sectional view of a preferred embodiment of the adjustable type unremovable mold lattice beam reading of (4). The preferred embodiment of the mold grid beam method is the flow chart of the adjustable type exemption embodiment of the present invention. [Description of main component symbols] 1 · · • Fixed base 12· • Base center screw 2 1 • • First sleeve 2 2 1 • Second sleeve screw hole 4 · · • Fixing plate 4 2· • Gasket 5 · · • Horizontal precision adjustment screw 7 · · • Concrete

固接孔 ^ 固接螺釘 第二套筒 臨時蓋 螺帽 固定板中心孔 建築模板Retaining hole ^ fixing screw second sleeve temporary cover nut fixing plate center hole building formwork

Claims (1)

200804661 十、申請專利範圍: 1. -種混凝土格子樑結構樓板的施卫方法,包含: ⑴將複數個固^底座分別放置並固^於建築模板上預 設之複數個開口位置; 、 ⑵分別將中空且兩端有開口之一第一套筒套設於每一 個固定底座; ⑶於每-個第-套筒接觸建築模板之另—端的開口處 安裝一第二套筒,且在其上置-臨時蓋; (4)在建築模板上該些第—套筒外舰置混凝土至一第 一預設高度; =-高度調整裝置調整該第二套筒和 間的距離; (6)澆置混凝土至一第二預設高度; 寺混凝土凝固後拆除該些臨時蓋及該些固定底座^ (8)待混凝土養護達一預設強度後, 2成混凝土格子樑結構樓板。 \吴反,以开 如申請專利範圍第i項所述之施 Μ ^ 1 \ ^ Vv_ ,、中,於該步 =()與該步驟⑴之間更包含 之一鋼筋綁紮步驟。 十、口傅辦肋 ^申請專利範圍第!項所述之施卫方法,其中,該 (2)更包含以置入於該第一套筒 以乂’ 定启# 、, 备门中之—固定板壓合該固 模^間亚以螺栓將該取底座緊固於該^板與建築 200804661200804661 X. Patent application scope: 1. The method for defending the concrete lattice beam structure floor, comprising: (1) placing and fixing a plurality of solid foundations in a plurality of predetermined opening positions on the building template; (2) respectively Locating a first sleeve having a hollow end and having an opening at each end on each of the fixed bases; (3) mounting a second sleeve on the opening of the other end of the first sleeve contacting the other end of the building formwork, and on the upper sleeve (4) on the building formwork, the first outer sleeve of the ship is placed to a first predetermined height; the height adjustment device adjusts the distance between the second sleeve and the room; (6) pouring Set the concrete to a second preset height; remove the temporary cover and the fixed base after the concrete of the temple is solidified ^ (8) After the concrete is maintained to a predetermined strength, 2 into a concrete lattice beam structure floor. \吴反,以开, as described in the application of patent scope i, 施 ^ 1 \ ^ Vv_ , , in this step = () and this step (1) further includes a steel bar binding step. Ten, the mouth of the ribs ^ the scope of the patent application! The method for defending, wherein the (2) further comprises: inserting the first sleeve into the first sleeve, and fixing the plate to fix the solid mold to the bolt Fasten the base to the board and building 200804661 4.如申請專利範圍第1項所述之施工方法,於該步驟(5) 中,將作為該高度調整裝置之複數個水平精度調整螺絲 置於該第二套筒與該第一套筒之一内侧面之間,以調整 該第二套筒和該第一套筒間的距離。 114. The construction method according to claim 1, wherein in the step (5), a plurality of horizontal precision adjusting screws as the height adjusting device are placed in the second sleeve and the first sleeve Between an inner side surface to adjust the distance between the second sleeve and the first sleeve. 11
TW95124974A 2006-07-07 2006-07-07 Mold-disassembling-free grillage girder construction method TW200804661A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104533081A (en) * 2014-12-26 2015-04-22 重庆辉钻贸易有限公司 Non-dismantling reserved hole mould for floor sewer pipeline

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW201131052A (en) * 2010-03-12 2011-09-16 Wei Feng Engineering Co Ltd Construction method of ventilation hole and mold for making RC floor ventilation hole
TW201139805A (en) * 2010-05-04 2011-11-16 Wei Feng Engineering Co Ltd Construction method for manufacturing removable mold for ventilation hole of RC floor slab and ventilation hole
CN102561693B (en) * 2010-12-13 2014-11-12 聚巨企业有限公司 Lattice beam construction method and device

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104533081A (en) * 2014-12-26 2015-04-22 重庆辉钻贸易有限公司 Non-dismantling reserved hole mould for floor sewer pipeline

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