TWI770473B - Formwork assembly structure and construction method - Google Patents
Formwork assembly structure and construction method Download PDFInfo
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Abstract
一種模板之組接結構及其施工方法,該組接結構包含複數直立角材、複數連接構件、複數被該等連接構件限位於該等模板及該等直立角材間的橫向角材,及複數固定於該等直立角材上的吊設件。每一連接構件包括一位於相對應直立角材及相對應模板間的內限位板、一位於該等直立角材外側的外限位板,及一將該內限位板固定於該外限位板上的組合元件,該組合元件可受操作而迫緊該內限位板及該外限位板,以夾固該等直立角材。如此可不需在角材上開孔,可提升結構強度,並可用強度較高且較薄的金屬為材料,從而將所需的外部空間縮減在8公分內。A formwork assembly structure and a construction method thereof, the assembly structure comprises a plurality of upright angles, a plurality of connecting members, a plurality of transverse angles confined between the formwork and the upright angles by the connecting members, and a plurality of fixed angles on the Etc. hangers on upright angles. Each connecting member includes an inner limit plate located between the corresponding upright angles and the corresponding formwork, an outer limit plate located outside the upright angles, and an inner limit plate fixed to the outer limit plate The combination element on the upper limit plate can be operated to press the inner limit plate and the outer limit plate to clamp the upright angle bars. In this way, there is no need to open holes on the angle material, the structural strength can be improved, and the metal with higher strength and thinner can be used as the material, thereby reducing the required external space within 8 cm.
Description
本發明是有關於一種組接結構及施工方法,特別是指一種單面模板之組接結構及其施工方法。The present invention relates to an assembly structure and a construction method, in particular to an assembly structure of a single-sided formwork and a construction method thereof.
參閱圖1,應用於清水模等混凝土牆的單面模工法,會透過組接結構1將複數單面模板2(圖1中僅顯示其中的一個)拼合固定,該組接結構1包含了複數直立設置且彼此沿水平方向相間隔的立式角材11、複數將該等立式角材11固定於該等單面模板2上的鄰接構件12,及複數水平延伸且彼此沿高度方向相間隔並固定於該等立式角材11外側的橫向角材13(圖1中僅顯示其中的一個)。此種組接結構有以下缺點:Referring to Figure 1, the single-sided formwork method applied to concrete walls such as clear-water formwork will assemble and fix a plurality of single-sided formwork 2 (only one of which is shown in Figure 1) through an assembly structure 1. The assembly structure 1 includes a plurality of
(1)需透過多個固定件A貫穿每一橫向角材13以將其固定於相對應的複數立式角材11上,而該等鄰接構件12也需透過固定件B貫穿立式角材11以限位該等立式角材11,這使得該等橫向角材13及該等立式角材11被多個固定件A、B貫穿,不僅需要額外進行施工,且會影響該等立式角材11與該等橫向角材13的結構強度。(1) It is necessary to penetrate each
(2)在作業完畢後,需將該等單面模板2及該組接結構1的各個組件一一拆卸分離,增加人力負擔而提高人力成本,並降低工程效率。(2) After the operation is completed, the single-
(3)由於該等立式角材11及該等橫向角材13需多處開孔,故多選擇易貫穿的木材作為材料,而為了確保足夠的結構強度,該等立式角材11及該等橫向角材13需維持一定的厚度,這導致該組接結構1會在該等單面模板2的外側占用較大的空間,使得該等單面模板2需向內退縮,進而導致建築物內部的有效使用空間大幅降低。(3) Since the
為了克服拆除模板時的人力的問題,現時出現如中華民國第M564621號的免拆式外牆模板,其在施工後便和牆面一體化而不再拆離,以降低人力的損耗。然而,此種免拆式模板多以形狀複雜的鋁擠件製成,造價較高,且其無法拆除的特性雖然能節省拆除所需的人力,但也使得這種模板無法被回收再利用,導致其成本仍居高不下。In order to overcome the problem of manpower when dismantling the formwork, there is a dismantling-free exterior wall formwork such as No. M564621 of the Republic of China. However, this kind of dismantling-free formwork is mostly made of aluminum extrusions with complex shapes, and the cost is high. Although its inability to dismantle can save the manpower required for dismantling, it also makes this formwork unable to be recycled and reused. As a result, its cost remains high.
因此,本發明之目的,即在提供一種結構強度高、佔用空間小且成本低的模板組接結構。Therefore, the purpose of the present invention is to provide a template assembly structure with high structural strength, small footprint and low cost.
於是,本發明模板之組接結構,包含複數彼此相間隔地立設於複數模板之外側的直立角材、複數連接構件、複數貼抵於該等模板外側且被該等連接構件限位於該等模板及該等直立角材之間的橫向角材,及複數固定於該等直立角材上的吊設件。Therefore, the assembling structure of the formwork of the present invention includes a plurality of upright angles, a plurality of connecting members, a plurality of upright angles and a plurality of connecting members which are placed on the outside of the plurality of formwork spaced apart from each other, and a plurality of which are attached to the outside of the formwork and are limited to the formwork by the connecting members. and the transverse angles between the upright angles, and a plurality of slings fixed to the upright angles.
每一連接構件固定於至少一個模板上,並用於限位其中的數個直立角材,該連接構件包括一位於相對應直立角材及相對應模板間的內限位板、一位於該等直立角材及該內限位板外側的外限位板,及一將該內限位板固定於該外限位板上的組合元件,該組合元件可受操作而迫緊該內限位板及該外限位板,使該內限位板及該外限位板夾固該等直立角材。Each connecting member is fixed on at least one formwork and is used to limit several upright angles therein. The connecting member includes an inner limiting plate located between the corresponding upright angles and the corresponding formwork, a An outer limit plate on the outer side of the inner limit plate, and an assembly element for fixing the inner limit plate on the outer limit plate, the assembly element can be operated to press the inner limit plate and the outer limit plate A spacer plate, so that the inner spacer plate and the outer spacer plate clamp the upright angle bars.
本發明之另一目的,即在提供一種前述組接結構的施工方法。Another object of the present invention is to provide a construction method for the aforementioned assembly structure.
於是,本發明模板之組接結構的施工方法,包含一拼合步驟、一定位步驟、一組裝步驟,及一吊設步驟。Therefore, the construction method of the assembled structure of the template of the present invention includes a splicing step, a positioning step, an assembling step, and a hoisting step.
在該拼合步驟中,將複數模板鋪設於地面,且彼此相互併靠。In this splicing step, a plurality of formwork are laid on the ground and beside each other.
在該定位步驟中,將該等橫向角材相間隔地置於該等模板上,接著將每一內限位板固定於其中一個或兩個相鄰的模板上,同行設置的內限位板會位於相同的兩個橫向角材之間,將該等直立角材鋪設於該等橫向角材上,且每兩相鄰之直立角材位於數個同列設置的內限位板上。In the positioning step, the transverse angle bars are placed on the templates at intervals, and then each inner limit plate is fixed on one or two adjacent templates, and the inner limit plates arranged in the same row will Located between the same two horizontal angle bars, the vertical angle bars are laid on the horizontal angle bars, and every two adjacent vertical angle bars are located on several inner limit plates arranged in the same row.
在該組裝步驟中,將該等組合元件分別固定於該等外限位板及該等內限位板上,接著迫緊每一組合元件以使相對應的外限位板固定於相對應的內限位板上,並夾制兩個相對應的直立角材,且使該等橫向角材被限位於該等模板及該等直立角材之間。In the assembling step, the assembly elements are respectively fixed on the outer limit plates and the inner limit plates, and then each assembly element is pressed so that the corresponding outer limit plates are fixed on the corresponding outer limit plates. Two corresponding upright angle bars are clamped on the inner limiting plate, and the transverse angle bars are confined between the formwork and the upright angle bars.
在該吊設步驟中,將該等吊設件吊起,使該等模板豎立,並將該等模板及該組接結構置於目標位置。In the hoisting step, the hoisting pieces are hoisted, the formwork is erected, and the formwork and the assembling structure are placed at the target position.
本發明之功效在於:透過該等連接構件可以夾固方式固定該等直立角材,並進一步限位該等橫向角材,如此可不需以螺栓或釘子穿設固定該等直立角材及該等橫向角材,故不需在該等直立角材及該等橫向角材上開孔,提升結構強度,如此便可使用較難開孔的高強度金屬作為該等直立角材及該等橫向角材的材料,並據此減少整體厚度,進而可將所需的外部空間縮減到8公分內,增加了建築物可利用的內部空間。另一方面,該組接結構可透過吊設的方式安裝及移除,不需以人工將部件一一拆卸,可降低人力成本,且移除的該等模板及該組接結構若未損壞,則可在下一次的施工中回收再使用,大幅降低所需成本,並減少資源浪費。The effect of the present invention is that the upright angle bars can be fixed in a clamping manner through the connecting members, and the transverse angle bars can be further limited, so that the upright angle bars and the transverse angle bars do not need to be threaded and fixed with bolts or nails, Therefore, it is not necessary to make holes on the vertical and horizontal angles to improve the structural strength. In this way, high-strength metals that are more difficult to drill can be used as the materials for the vertical and horizontal angles, and the reduction of The overall thickness can further reduce the required external space to within 8 cm, increasing the usable internal space of the building. On the other hand, the assembly structure can be installed and removed by means of hoisting, without the need to manually disassemble the components one by one, which can reduce labor costs, and if the removed formwork and the assembly structure are not damaged, It can be recycled and reused in the next construction, greatly reducing the required cost and reducing the waste of resources.
在本發明被詳細描述之前,應當注意在以下的說明內容中,類似的元件是以相同的編號來表示。Before the present invention is described in detail, it should be noted that in the following description, similar elements are designated by the same reference numerals.
參閱圖2、圖3,及圖4,本發明模板之組接結構的一第一實施例,適用於複數上下堆疊的模板3,在該第一實施例中,是應用於建造清水模的單面模上,但並不以此為限。該組接結構4包含複數沿水平方向彼此相間隔地豎立於該等模板3外側的直立角材41、複數被夾設於該等模板3及該等直立角材41間且沿高度方向彼此相間隔的橫向角材42、複數固定於該等直立角材41頂端的吊設件43、複數將該等直立角材41固定於該等模板3且承托該等橫向角材42的連接構件44,及複數固定於該等直立角材41底端的固定件45。該等直立角材41兩兩一組,同一組的直立角材41間隔距離較近,反之則較遠。在該第一實施例中,該等直立角材41及該等橫向角材42可以是鋁擠件、鐵件或鋼材等,該等橫向角材42用來撐住該等模板3,以達到固定及支撐之功效。每一吊設件43透過螺栓或其它固定方式設置於其中一組直立角材41上,以供吊取,該等吊設件43可以設置在每一組直立角材41上,但不以此為限。每一固定件45的兩端分別固定在同一組的直立角材41底端,以配合該等吊設件43定位該等直立角材41。Referring to Fig. 2, Fig. 3, and Fig. 4, a first embodiment of the formwork assembly structure of the present invention is suitable for a plurality of
參閱圖3、圖5,及圖6,其中圖5及圖6分別為俯視圖及側視圖,該等連接構件44沿水平方向(行)、及高度方向(列)以矩陣方式排列,每一連接構件44對應其中一組直立角材41,及兩個橫向角材42,並用於固定兩個上下疊合的模板3,但當然,該第一實施例之連接構件44也可以僅固定在其中一個模板3上。該連接構件44包括一位於相對應直立角材41及相對應模板3間的內限位板441、一位於該組直立角材41及該內限位板441外側的外限位板442,及一穿設該外限位板442及該內限位板441的組合元件443。該內限位板441具有一被該組合元件443貫穿的橫板部444、二分別由該橫板部444的相反兩端向內延伸的轉折部445,及二分別連接該等轉折部445且以鎖設方式固定於兩相鄰或其中一個模板3上的連接部446。每一連接部446可以視需求鎖固在一個模板3上,也可以同時鎖固兩個模板3而使該連接部446擋抵於該等模板3的交界處外側,圖4中同時顯示了前述的兩種態樣,且未繪示該等橫向角材42,較佳每一連接部446上可開設四個貫孔,當固定於兩個模板3上時,上面兩個貫孔對應上面的模板3,下面兩個貫孔對應下面的模板3,並透過螺絲或螺栓等結合元件穿設固定,但當然,該連接部446上的貫孔數量可依實際需求增減,並不以四個為限。該外限位板442具有一位於該內限位板441外側的主板部447,及二分別由該主板部447的上下兩端向內延伸的承板部448。該等承板部448分別位於該橫板部444的上下兩側,且分別用來承托該二橫向角材42。該組合元件443與該等承板部448沿高度方向位於同一條線上,以將該內限位板441及該外限位板442之間的空間區分成兩部分,這兩部分分別用於容置該等直立角材41,也就是該組合元件443及該等承板部448位於該等直立角材41之間。在該第一實施例中,該組合元件443為螺栓及螺帽,且該螺栓末端呈管狀而具有內螺紋及外螺紋,並以外螺紋與螺帽螺合,但不以此為限。Referring to FIGS. 3, 5, and 6, wherein FIGS. 5 and 6 are a top view and a side view, respectively, the connecting
復參閱圖2,並配合圖4及圖5,本發明的施工方法包含一拼合步驟、一定位步驟、一組裝步驟,及一吊設步驟。在該拼合步驟中,將複數模板3水平地鋪設於地面上,且彼此相互併靠。在該定位步驟中,將該等橫向角材42相間隔地置於該等模板3上,接著將該等內限位板441之每一連接部446鎖固於相對應的一個模板3或相鄰的兩個模板3上,並使該等組合元件443分別固定於該等內限位板441上,同行設置的內限位板441會位於相同的兩個橫向角材42之間,將該等直立角材41鋪設於該等橫向角材42上,且每組直立角材41位於數個同列設置的內限位板441上。在該組裝步驟中,將該等外限位板442分別置於相對應直立角材41的外側,並將該等組合元件443分別固定於該等外限位板442及該等內限位板441上,使每一外限位板442之該等承板部448位於相對應的兩個直立角材41之間,接著迫緊每一組合元件443以使相對應的外限位板442固定於相對應的內限位板441上,並夾制兩個相對應的直立角材41,且使該等橫向角材42被限位於該等模板3及該等直立角材41之間。此外,將該等固定件45分別固定於各組直立角材41上。在該吊設步驟中,將該等吊設件43吊起,使該等模板3豎立,並將該等模板3及該組接結構4置於目標位置。關於後續澆置清水模牆的相關工序,因非本案的重點所在,故不在此贅述。Referring back to FIG. 2 , in conjunction with FIGS. 4 and 5 , the construction method of the present invention includes a assembling step, a positioning step, an assembling step, and a hoisting step. In this splicing step, the plurality of
本發明不需要在該等橫向角材42上開孔,而該等直立角材41也僅需在頂端及底端開設供吊設件43及固定件45鎖固的少量孔洞,可維持角材的結構強度,並可使用體積較小的金屬角材,配合本發明各部件的緊湊配置,可將本發明的佔用空間縮小在8公分內(由該等模板3內側面沿水平方向向外延伸的8公分內),使該等模板3能在建築工地中盡量地靠外設置,以增加內部使用空間。另一方面,本發明在施工完畢後,可透過吊設方式將該組接結構4及該等模板3一同吊起,因而不需耗費人力拆卸部件,且當該等模板3未損壞時,還能回收再利用,可降低資源的損耗並大幅減少成本。The present invention does not need to open holes on the
參閱圖7、圖8,及圖9,為本發明模板之組接結構的一第二實施例,該第二實施例大致上是與該第一實施例相同,不同之處在於:部分連接構件44的內限位板441具有一被該組合元件443貫穿的橫板部444、一由該橫板部444的一端向內延伸的轉折部445、一由該橫板部444的另一端向外延伸且用於限位相對應直立角材41的擋板部449,及一連接該轉折部445且固定於兩相鄰或其中一個模板3上的連接部446。該第一實施例的內限位板441可與該第二實施例的內限位板441搭配使用,並適用於設置在相對應模板3的邊緣處,此時該擋板部449便位於該直立角材41的外側,以限制該直立角材41不會向外移動。該連接部446可固定於單一個模板3上,也可以同時固定在上下兩個相鄰的模板3上,較佳地,相較於該第一實施例的該等連接部446各開設四個貫孔,本第二實施例的該連接部446上開設有八個貫孔,以維持結合強度,但同樣的,該等貫孔的數量也可依實際需求增減,並不以八個為限。Referring to FIG. 7, FIG. 8, and FIG. 9, it is a second embodiment of the assembly structure of the template of the present invention. The second embodiment is substantially the same as the first embodiment, the difference is: some connecting members The inner limiting
當牆面較長而需以多組模板3水平拼接時,容易因現場環境的限制而使該等橫向角材42難以安裝(安裝空間不足而難以執行插設之動作或尺寸問題等等),若要有效對應此種情形,可將該等模板3分成數組並各自預先安裝該組接結構4以便於置入該等橫向角材42,每一組模板3之邊緣處的內限位板441採用本第二實施例的態樣,完成後再將各組模板3及組接結構4如圖9所示地於現場相互併靠組接,如此便可對應牆面較長之情況,提升安裝便利性及泛用性,並利於模組化。When the wall is long and multiple sets of
綜上所述,本發明可大幅降低佔用空間,提升建物內部的使用空間,且可大幅減少材料及人力上之成本,故確實能達成本發明之目的。To sum up, the present invention can greatly reduce the occupied space, increase the usable space inside the building, and can greatly reduce the cost of materials and labor, so the object of the present invention can indeed be achieved.
惟以上所述者,僅為本發明之實施例而已,當不能以此限定本發明實施之範圍,凡是依本發明申請專利範圍及專利說明書內容所作之簡單的等效變化與修飾,皆仍屬本發明專利涵蓋之範圍內。However, the above are only examples of the present invention, and should not limit the scope of the present invention. Any simple equivalent changes and modifications made according to the scope of the application for patent of the present invention and the content of the patent specification are still within the scope of the present invention. within the scope of the invention patent.
3:模板 4:組接結構 41:直立角材 42:橫向角材 43:吊設件 44:連接構件 441:內限位板 442:外限位板 443:組合元件 444:橫板部 445:轉折部 446:連接部 447:主板部 448:承板部 449:擋板部 45:固定件3: Template 4: Assembly structure 41: Upright Angle 42: Transverse angle bar 43: Hanging parts 44: Connecting components 441: Inner limit plate 442: Outer limit plate 443: Combination element 444: Cross-board Department 445: Turning Department 446: Connector 447: Motherboard Department 448: Bearing plate department 449: Baffle Department 45: Fixtures
本發明之其它的特徵及功效,將於參照圖式的實施方式中清楚地呈現,其中: 圖1是一不完整的立體圖,說明一習知的組接結構應用於複數單面模板; 圖2是一正視圖,為本發明模板之組接結構的一第一實施例; 圖3是一立體分解圖,為該第一實施例之一連接構件和與其配合的二直立角材及二橫向角材; 圖4是一後視圖,說明該第一實施例的後視態樣,且未顯示該等橫向角材; 圖5是一俯視剖面圖,說明圖3組立後的俯視剖面態樣; 圖6是一側視剖面圖,說明圖3組立後的側視剖面態樣; 圖7是一正視圖,為本發明模板之組接結構的一第二實施例; 圖8是一立體圖,說明該第二實施例之一內限位板;及 圖9是一正視圖,說明該第二實施例的應用態樣。Other features and effects of the present invention will be clearly presented in the embodiments with reference to the drawings, wherein: 1 is an incomplete perspective view illustrating the application of a conventional assembly structure to a plurality of single-sided formwork; Fig. 2 is a front view, which is a first embodiment of the assembly structure of the template of the present invention; Fig. 3 is a perspective exploded view, which is a connecting member of the first embodiment and two upright angle bars and two transverse angle bars that cooperate with it; FIG. 4 is a rear view illustrating the rear view of the first embodiment, and the transverse angles are not shown; 5 is a top sectional view illustrating the top sectional view of FIG. 3 after being assembled; Fig. 6 is a side sectional view illustrating the side sectional aspect of Fig. 3 after being assembled; Fig. 7 is a front view, which is a second embodiment of the assembly structure of the template of the present invention; FIG. 8 is a perspective view illustrating an inner limit plate of the second embodiment; and FIG. 9 is a front view illustrating an application aspect of the second embodiment.
3:模板3: Template
4:組接結構4: Assembly structure
41:直立角材41: Upright Angle
42:橫向角材42: Transverse angle bar
43:吊設件43: Hanging parts
44:連接構件44: Connecting components
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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TW379769U (en) * | 1993-11-22 | 2000-01-11 | Salk Inst Of Biolog Studies | Modular concrete form unit for constructing concrete walls |
TWM329655U (en) * | 2007-09-05 | 2008-04-01 | shi-jing Lin | Transparent and flexible system template and assembly device thereof |
CN101748887A (en) * | 2009-12-31 | 2010-06-23 | 山西焦煤集团有限责任公司 | Bin wall template construction device of cylinder bin with large diameter |
TWM600780U (en) * | 2020-03-05 | 2020-09-01 | 台灣奈古有限公司 | Template assembly structure |
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2020
- 2020-03-05 TW TW109107259A patent/TWI770473B/en active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TW379769U (en) * | 1993-11-22 | 2000-01-11 | Salk Inst Of Biolog Studies | Modular concrete form unit for constructing concrete walls |
TWM329655U (en) * | 2007-09-05 | 2008-04-01 | shi-jing Lin | Transparent and flexible system template and assembly device thereof |
CN101748887A (en) * | 2009-12-31 | 2010-06-23 | 山西焦煤集团有限责任公司 | Bin wall template construction device of cylinder bin with large diameter |
TWM600780U (en) * | 2020-03-05 | 2020-09-01 | 台灣奈古有限公司 | Template assembly structure |
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