TWM633929U - Improved structure of grid base rail construction - Google Patents
Improved structure of grid base rail construction Download PDFInfo
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Abstract
一種方格基座軌道式施工改良結構,係包括一軌道及至少一支撐組,該軌道具有一第一外表面及一第二外表面,該支撐組係由一第一支撐件及一第二支撐件所組成,該第一支撐件對應組設於所述第一外表面,該第二支撐件對應組設於所述第二外表面,並令該第一、二支撐件呈相對設置。An improved construction structure of grid base track type, which includes a track and at least one supporting group, the track has a first outer surface and a second outer surface, and the supporting group consists of a first supporting member and a second The first support is correspondingly assembled on the first outer surface, the second support is correspondingly assembled on the second outer surface, and the first and second support are arranged opposite to each other.
Description
本創作係有關於一種應用於建築樓板或牆板的支撐架,尤指一種可大幅減少人力成本、降低工時並提升施工便利性之方格基座軌道式施工改良結構。 This creation is about a support frame applied to building floors or wall panels, especially an improved grid-based track-type construction structure that can greatly reduce labor costs, reduce working hours, and improve construction convenience.
建築物的防水、隔熱、隔音等需求,一直是業界急欲改善的課題。以屋頂漏水來說,室內發生滲水現象形成壁癌一向是惱人的惡夢,追溯其原因,不外乎是屋頂或牆面因預留伸縮縫或產生縫隙,導致水沿著縫隙而自牆面滲出。灌築水泥混凝土時,分次施工灌築的接合處容易自然形成出縫隙;受到地震、強風等加諸於建築物之外力,或是建築物經熱脹冷縮或日曬雨淋的緩慢風化,均可導致建築物自然形成裂痕或縫隙,使得建築物或多或少都有滲水的問題。 Waterproofing, heat insulation, and sound insulation of buildings have always been subjects that the industry is eager to improve. In the case of roof leaks, it has always been an annoying nightmare for indoor water seepage to form wall cancer. The cause is nothing more than expansion joints or gaps in the roof or walls, causing water to flow from the wall along the gaps. ooze. When pouring cement concrete, gaps are easily formed at the joints of staged construction and pouring; it is subject to external forces such as earthquakes, strong winds, etc., or the slow weathering of the building through thermal expansion and contraction or exposure to the sun and rain. , can lead to the natural formation of cracks or gaps in the building, making the building more or less water seepage.
以建築物的屋頂舉例來說,以往屋頂的防水、止漏工程可分為硬質或軟質材料的施工法,其中硬質材料工法是於漏水板面重新以水泥或七厘石砂漿粉刷;軟質材料施工法則利用瀝青、環氧樹脂、聚胺基甲酸乙酯(PU)等高分子防水材噴灑、粉刷於滲水牆面,來達到阻隔水分的目的。然而,不論何種施工法,皆須靠大量的人力不斷地在地面上來回舖設、粉刷,如此不僅造成人力及工時的耗費外,施工步驟上也較為繁雜。 Take the roof of a building as an example. In the past, the waterproof and leak-proof works of the roof can be divided into hard or soft material construction methods. The hard material construction method is to repaint the leaking surface with cement or heptagonal mortar; the soft material construction method The principle is to use asphalt, epoxy resin, polyurethane (PU) and other polymer waterproof materials to spray and paint on the water seepage wall to achieve the purpose of blocking water. However, no matter what kind of construction method, it is necessary to rely on a large amount of manpower to continuously lay and paint the ground back and forth, which not only causes the consumption of manpower and working hours, but also complicates the construction steps.
是以,要如何解決上述習用之問題與缺失,即為從事此行業之相關廠商所亟欲研究改善之方向所在者。 Therefore, how to solve the above-mentioned conventional problems and deficiencies is the direction that relevant manufacturers in this industry want to study and improve.
爰此,為有效解決上述之問題,本創作之主要目的在於提供一種可大幅減少人力成本之方格基座軌道式施工改良結構。 Therefore, in order to effectively solve the above-mentioned problems, the main purpose of this creation is to provide a grid base track type construction improvement structure that can greatly reduce labor costs.
本創作之次要目的,在於提供一種簡易好上手並大幅降低工時之方格基座軌道式施工改良結構。 The secondary purpose of this creation is to provide a simple and easy-to-handle construction improvement structure with a grid base track type that greatly reduces the man-hours.
本創作之次要目的,在於提供一種可大幅提升施工便利性之方格基座軌道式施工改良結構。 The secondary purpose of this creation is to provide a grid-based track-type construction improvement structure that can greatly improve construction convenience.
本創作之次要目的,在於提供一種增加整體結構的穩固性及穩定性之方格基座軌道式施工改良結構。 The secondary purpose of this creation is to provide a grid base track-type construction improvement structure that increases the firmness and stability of the overall structure.
為達上述目的,本創作係提供一種方格基座軌道式施工改良結構,係包括一軌道及至少一支撐組,該軌道具有一第一外表面及一第二外表面,該支撐組係由一第一支撐件及一第二支撐件所組成,該第一支撐件對應組設於所述第一外表面,該第二支撐件對應組設於所述第二外表面,並令該第一、二支撐件呈相對設置。 In order to achieve the above-mentioned purpose, this creation provides a kind of lattice base track-type construction improvement structure, which comprises a track and at least one supporting group, the track has a first outer surface and a second outer surface, and the supporting group is composed of Composed of a first support and a second support, the first support is correspondingly arranged on the first outer surface, the second support is correspondingly arranged on the second outer surface, and the second support The first and second support members are arranged oppositely.
在一實施例中,所述軌道之第一、二外表面上更形成複數呈一鏤空狀之圖樣。 In one embodiment, a plurality of hollow patterns are further formed on the first and second outer surfaces of the track.
在一實施例中,所述第一支撐件更具有一第一鏤空部,該第二支撐件更具有一第二鏤空部,一建築材料係對應容設於所述第一、二鏤空部。 In one embodiment, the first support member further has a first hollow portion, the second support member further has a second hollow portion, and a building material is correspondingly accommodated in the first and second hollow portions.
在一實施例中,所述第一支撐件更形成一第一外側壁,該第二支撐件更形成一第二外側壁,該第一外側壁與所述第一外表面相對應貼合設置,該第二外側壁與所述第二外表面相對應貼合設置。 In one embodiment, the first support member further forms a first outer wall, the second support member further forms a second outer wall, and the first outer wall is arranged to fit correspondingly to the first outer surface, The second outer wall is arranged in close contact with the second outer surface.
在一實施例中,所述所述支撐組之底部更設置至少一肋條,該肋條係呈對角線排列設置於該第一、二支撐件的底部。 In one embodiment, at least one rib is further provided on the bottom of the support group, and the ribs are arranged in a diagonal line on the bottom of the first and second support members.
在一實施例中,所述第一、二支撐件之截面積形狀係呈矩形。 In one embodiment, the cross-sectional shapes of the first and second support members are rectangular.
在一實施例中,所述第一、二支撐件係透過黏合、膠合或釘槍方式對應組設於所述第一、二外表面上。 In one embodiment, the first and second support members are correspondingly assembled on the first and second outer surfaces by bonding, gluing or nail gun.
在一實施例中,更設有一石磚,該石磚係對應置放於所述支撐組之下方。 In one embodiment, a stone brick is further provided, and the stone brick is correspondingly placed under the supporting group.
在一實施例中,更具有一定位件,該定位件具有一容置空間,所述支撐組對應容設於該容置空間內。 In one embodiment, there is further a positioning member, the positioning member has an accommodating space, and the support group is correspondingly accommodated in the accommodating space.
在一實施例中,所述第一、二支撐件之間更設有一連接件以令該第一、二支撐件相連結固定,該連接件形成一插設空間,所述軌道對應插設於該插設空間內。 In one embodiment, a connecting piece is further provided between the first and second supporting pieces to connect and fix the first and second supporting pieces. The connecting piece forms an insertion space, and the rails are correspondingly inserted in the within the insertion space.
透過本創作此結構的設計,首先,先將該建築材料(如:水泥)倒置在欲防水的地面上,接著,將所述第一支撐件對應組設於該軌道的第一外表面,以及所述第二支撐件對應組設於該軌道的第二外表面,並令該第一、二支撐件呈相對設置以完成軌道及支撐組的結合,再將該結合完成的軌道及支撐組置放於該建築材料上後待其凝固,如此一來,可改善靠大量的人力不斷地在地面上來回舖設、粉刷,進而大幅減少人力成本、簡易好上手降低工時外,還簡化了工程步驟,大幅提升施工便利性。 Through the design of this structure, first, the building material (such as: cement) is first inverted on the ground to be waterproofed, and then the first supporting member is correspondingly assembled on the first outer surface of the track, and The second supporting member is correspondingly assembled on the second outer surface of the track, and the first and second supporting members are arranged opposite to each other to complete the combination of the track and the supporting group, and then assemble the completed track and supporting group Put it on the building material and wait for it to solidify. In this way, it can be improved to rely on a large amount of manpower to continuously lay and paint the ground back and forth, thereby greatly reducing labor costs, easy and easy to use, and reducing working hours. It also simplifies the engineering steps. , greatly improving the convenience of construction.
1:方格基座軌道式施工改良結構 1: Improved structure of grid base track construction
10:軌道 10: track
100:第一外表面 100: first outer surface
101:第二外表面 101: second outer surface
102:圖樣 102: pattern
11:支撐組 11: Support group
110:第一支撐件 110: the first support
1100:第一鏤空部 1100: the first hollow part
1101:第一外側壁 1101: the first outer wall
111:第二支撐件 111: the second support
1110:第二鏤空部 1110: the second hollow part
1111:第二外側壁 1111: second outer wall
12:肋條 12: Ribs
2:建築材料 2: Building materials
3:石磚 3: Stone brick
4:定位件 4: Positioning parts
40:容置空間 40:Accommodating space
5:連接件 5: Connector
50:插設空間 50: insert space
圖1係為本創作方格基座軌道式施工改良結構之結構分解示意圖;圖2係為本創作方格基座軌道式施工改良結構之結構組合示意圖;圖3係為本創作方格基座軌道式施工改良結構第一實施例之實施示意圖;圖4係為本創作方格基座軌道式施工改良結構第一實施例之實施示意圖;圖5係為本創作方格基座軌道式施工改良結構第二實施例之實施示意圖;圖6係為本創作方格基座軌道式施工改良結構第三實施例之實施示意圖圖7係為本創作方格基座軌 道式施工改良結構第四實施例之實施示意圖;圖8係為本創作方格基座軌道式施工改良結構第五實施例之實施示意圖;圖9係為本創作方格基座軌道式施工改良結構第六實施例之結構示意圖。 Figure 1 is a schematic diagram of the structural decomposition of the improved structure of the track-type construction of the grid base; Figure 2 is a schematic diagram of the structural combination of the improved structure of the track-type construction of the grid base; Figure 3 is the structure of the grid base of the creation The implementation schematic diagram of the first embodiment of the track-type construction improvement structure; Fig. 4 is the implementation schematic diagram of the first embodiment of the track-type construction improvement structure of the grid base; Fig. 5 is the improvement of the track-type construction of the creation grid base The implementation schematic diagram of the second embodiment of the structure; Fig. 6 is the implementation schematic diagram of the third embodiment of the improved structure of the grid base track type construction of this creation; Fig. 7 is the grid base rail of this creation The implementation schematic diagram of the fourth embodiment of the road-type construction improvement structure; Fig. 8 is the implementation schematic diagram of the fifth embodiment of the track-type construction improvement structure of the grid base; Fig. 9 is the improvement of the track-type construction of the grid base Structure schematic diagram of the sixth embodiment.
本創作之上述目的及其結構與功能上的特性,將依據所附圖式之較佳實施例予以說明。 The above-mentioned purpose of this creation and its structural and functional characteristics will be described according to the preferred embodiments of the accompanying drawings.
在以下,針對本創作有關方格基座軌道式施工改良結構之構成及技術內容等,列舉各種適用的實例並配合參照隨文所附圖式而加以詳細地說明;然而,本創作當然不是限定於所列舉之該等的實施例、圖式或詳細說明內容而已。 In the following, for the composition and technical content of the improved structure of the lattice base track type construction in this creation, various applicable examples are listed and explained in detail with reference to the accompanying drawings; however, this creation is certainly not limited The examples, drawings, or detailed descriptions listed here are just for reference.
再者,熟悉此項技術之業者亦當明瞭:所列舉之實施例與所附之圖式僅提供參考與說明之用,並非用來對本創作加以限制者;能夠基於該等記載而容易實施之修飾或變更而完成之創作,亦皆視為不脫離本創作之精神與意旨的範圍內,當然該等創作亦均包括在本創作之申請專利範圍。 Furthermore, those who are familiar with this technology should also be clear: the enumerated embodiments and the attached drawings are only for reference and description, and are not used to limit the creation; Creations completed through modifications or changes are also deemed to be within the scope of the spirit and intent of this creation, and of course such creations are also included in the scope of patent applications for this creation.
又,以下實施例所提到的方向用語,例如:「上」、「下」、「左」、「右」、「前」、「後」等,僅是參考附加圖示的方向。因此,使用的方向用語是用來說明,而並非用來限制本創作;再者,在下列各實施例中,相同或相似的元件將採用相同或相似的元件標號。 In addition, the directional terms mentioned in the following embodiments, such as "upper", "lower", "left", "right", "front", "rear", etc., are only referring to the directions attached to the drawings. Therefore, the used directional terms are used for illustration, not for limiting the invention; moreover, in the following embodiments, the same or similar elements will use the same or similar element numbers.
請參閱圖1、2,係為本創作方格基座軌道式施工改良結構之結構分解示意圖及結構組合示意圖,如圖所示,一種方格基座軌道式施工改良結構,係包括一軌道10及至少一支撐組11,該軌道10具有一第一外表面100及一第二外表面101,需說明的是,該軌道10之第一、二外表面100、101上更形成複數呈一鏤空狀之圖樣102,換句話說,該第一、二外表面
100、101上的鏤空狀圖樣102可依照使用者需求設計為文字或圖案等,藉以當作廣告宣傳之用途。
Please refer to Figures 1 and 2, which are schematic diagrams of the structural decomposition and structural combination of the improved structure of the grid base track type construction. As shown in the figure, a grid base track type construction improvement structure includes a
前述支撐組11係由一第一支撐件110及一第二支撐件111所組成,該第一支撐件110對應組設於所述第一外表面100,該第二支撐件111對應組設於所述第二外表面101,於本實施例中,該第一、二支撐件110、111係呈相對固設於該軌道10的第一、二外表面100、101,藉以達到最佳結構強度。
The aforementioned supporting
進一步說明該支撐組11的第一、二支撐件110、111之結構設計,該第一、二支撐件110、111之截面積形狀係呈矩形,例如正方形或長方形,於本實施例中,係以兩正方形組合後形成一「日」字形態樣的第一、二支撐件110、111做說明度。
To further illustrate the structural design of the first and
前述第一支撐件110更具有一第一鏤空部1100,該第二支撐件111更具有一第二鏤空部1110,一建築材料2(請一併參閱圖3)係對應容設於所述第一、二鏤空部1100、1110,該第一、二鏤空部1100、1110係用以令該建築材料2容裝於該支撐組11時具有空間可令其釋放。
The aforementioned
另外,該第一支撐件110更形成一第一外側壁1101,該第二支撐件111更形成一第二外側壁1111,該第一外側壁1101與所述軌道10的第一外表面100相對應貼合設置,該第二外側壁1111與所述軌道10的第二外表面101相對應貼合設置,需說明的是,所述第一、二支撐件110、111可透過黏合、膠合(使用快乾劑或塑膠油等)或釘槍的其中任一種方式對應組設於所述第一、二外表面100、101上,又或者,如同本實施例,該第一、二支撐件110、111可先透過黏合方式將該支撐組11貼附於該軌道10上後,再利用釘槍將該第一、二支撐件110、111固定於該軌道10上。
In addition, the
此外,於本實施例中,所述支撐組11之底部更設置至少一肋條12,該肋條12係呈對角線排列設置於該第一、二支撐件110、111的底部,其目的係用以增強支撐組11的整體結構強度,本實施例係以一條肋條12結構示意說明,實際實施時,可依照使用者的需求設置多條於該第一、二支撐件110、111的底部,另需說明的是,該肋條12與該第一、二支撐件110、111可以是一體成型或是個別獨立之元件,皆不影響其功效。
In addition, in this embodiment, at least one rib 12 is provided on the bottom of the
請參閱圖3、4,為本創作方格基座軌道式施工改良結構第一實施例之實施示意圖,透過本創作此結構的設計,首先,先將該建築材料2(如:水泥)倒置在欲防水的地面上,接著,將所述第一支撐件110對應組設於該軌道10的第一外表面100,以及所述第二支撐件111對應組設於該軌道10的第二外表面101,並令該第一、二支撐件110、111呈相對設置以完成軌道10及支撐組11的結合,再將該結合完成的軌道10及支撐組11置放於該建築材料2上後待其凝固,如此一來,可改善靠大量的人力不斷地在地面上來回舖設、粉刷,進而大幅減少人力成本、簡易好上手降低工時外,還簡化了工程步驟,大幅提升施工便利性。此外,藉由黏合、膠合或釘槍方式,可防止支撐組11搖晃而導致的水平精準度失真問題,進而增加整體結構的穩固性及穩定性。
Please refer to Fig. 3, 4, it is the implementation schematic diagram of the first embodiment of the improved structure of the square base track type construction of this creation, through the design of this structure of this creation, at first, earlier this building material 2 (such as: cement) is inverted on On the ground to be waterproof, then, the first supporting
請參閱圖5、6並請一併參閱圖1、2,係為本創作方格基座軌道式施工改良結構第二、三實施例之實施示意圖,所述方格基座軌道式施工改良結構部份元件及元件間之相對應之關係與前述方格基座軌道式施工改良結構相同,故在此不再贅述,惟本方格基座軌道式施工改良結構與前述最主要之差異為,所述軌道10及支撐組11的組設方式可根據使用者的需求調整組合方向及方式,如此可達到本創作之最大功效。
Please refer to Figures 5 and 6 and please refer to Figures 1 and 2 together, which are the implementation schematic diagrams of the second and third embodiments of the improved structure of the track-based construction of the grid base, the improved structure of the track-based construction of the grid base Part of the components and the corresponding relationship between the components are the same as the above-mentioned grid base track-type construction improvement structure, so it will not be repeated here, but the main difference between the grid base track-type construction improvement structure and the above-mentioned is, The assembly method of the
請參閱圖7,係為本創作方格基座軌道式施工改良結構第四實施例之實施示意圖,所述方格基座軌道式施工改良結構部份元件及元件間之相對應之關係與前述方格基座軌道式施工改良結構相同,故在此不再贅述,惟本方格基座軌道式施工改良結構與前述最主要之差異為,於所述支撐組11的下方位置處更設有一石磚3,當施工者於高低不平的地面上施作時,透過該石磚3的設置,進以大幅降低施工難度。
Please refer to Fig. 7, which is the implementation schematic diagram of the fourth embodiment of the improved structure of the track-type construction of the grid base, the corresponding relationship between some elements and the corresponding relationship between the elements of the improved structure of the track-type construction of the grid base and the aforementioned The improved structure of the track-type construction of the square base is the same, so it will not be repeated here, but the main difference between the improved structure of the track-type construction of the grid base and the aforementioned is that a The
請參閱圖8,係為本創作方格基座軌道式施工改良結構第五實施例之實施示意圖,所述方格基座軌道式施工改良結構部份元件及元件間之相對應之關係與前述方格基座軌道式施工改良結構相同,故在此不再贅述,惟本方格基座軌道式施工改良結構與前述最主要之差異為,本創作更具有一定位件4,該定位件4具有一容置空間40,所述支撐組11對應容設於該容置空間40內,該定位件4係用以先行設置於一欲防水的地面上以作為定位使用。
Please refer to Fig. 8, which is a schematic diagram of the implementation of the fifth embodiment of the improved structure of the track-type construction of the grid base. The improved structure of the square base track-type construction is the same, so it will not be repeated here, but the main difference between the improved structure of the square base track-type construction and the aforementioned is that this creation has a
最後,請參閱圖9,係為本創作方格基座軌道式施工改良結構第六實施例之結構示意圖,所述方格基座軌道式施工改良結構部份元件及元件間之相對應之關係與前述方格基座軌道式施工改良結構相同,故在此不再贅述,惟本方格基座軌道式施工改良結構與前述最主要之差異為,所述第一、二支撐件110、111之間更設置有一連接件5,該連接件5可以是與所述第一、二支撐件110、111為一體成型,或是與該第一、二支撐件110、111呈分離態樣,並透過黏合、膠合或嵌合等方式相結合固定,該連接件5形成有一插設空間50,所述軌道10對應插設於該插設空間50內,透過該連接件5的結構設計,可大幅增加該建築材料2的握裹力。
Finally, please refer to Figure 9, which is a structural schematic diagram of the sixth embodiment of the improved structure of the track-based construction of the grid base, and the corresponding relationship between some elements and the corresponding relationship between the improved structure of the track-based construction of the grid base. It is the same as the above-mentioned track-type construction improvement structure of the grid base, so it will not be repeated here, but the main difference between the improvement structure of the grid base track-type construction and the aforementioned is that the first and
綜上所述,本創作相較於習知具有下列優點:1.大幅減少人力成本; 2.簡易好上手並大幅降低工時;3.大幅提升施工便利性;4.增加整體結構的穩固性及穩定性。 To sum up, this creation has the following advantages compared with conventional ones: 1. Significantly reduce labor costs; 2. Easy to use and greatly reduce the working hours; 3. Greatly improve the convenience of construction; 4. Increase the stability and stability of the overall structure.
1:方格基座軌道式施工改良結構 1: Improved structure of grid base track construction
10:軌道 10: track
100:第一外表面 100: first outer surface
101:第二外表面 101: second outer surface
102:圖樣 102: pattern
110:第一支撐件 110: the first support
1100:第一鏤空部 1100: the first hollow part
1101:第一外側壁 1101: the first outer wall
111:第二支撐件 111: the second support
1110:第二鏤空部 1110: the second hollow part
1111:第二外側壁 1111: second outer wall
12:肋條 12: Ribs
Claims (10)
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Cited By (1)
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TWI814274B (en) * | 2022-03-09 | 2023-09-01 | 辛文佐 | Improved structure of grid base rail construction |
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TWI814274B (en) * | 2022-03-09 | 2023-09-01 | 辛文佐 | Improved structure of grid base rail construction |
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