TWI684700B - Scaffold system and scaffold structure thereof - Google Patents

Scaffold system and scaffold structure thereof Download PDF

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Publication number
TWI684700B
TWI684700B TW107127985A TW107127985A TWI684700B TW I684700 B TWI684700 B TW I684700B TW 107127985 A TW107127985 A TW 107127985A TW 107127985 A TW107127985 A TW 107127985A TW I684700 B TWI684700 B TW I684700B
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Taiwan
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steel
frame structure
sleeve
plate
steel beams
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TW107127985A
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Chinese (zh)
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TW202009353A (en
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莊傳業
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潤弘精密工程事業股份有限公司
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Abstract

A scaffold system and a scaffold structure thereof are provided. The scaffold structure is used for bridging two steel beams extending in two different directions, respectively, to provide a safe working area. The scaffold structure includes a support and a protective railing. The support extends in a first direction and has two ends each includes a bridging portion for bridging the two steel beams. The first direction forms two acute angles with the two directions along which the two steel beams extend, respectively. The protective railing stands on and is connected to a side of the support. The protective railing extends between the two bridging portions.

Description

施工架系統及其施工架結構Construction frame system and construction frame structure

本發明係有關於一種施工設備,特別是關於一種施工架系統及其施工架結構。 The invention relates to a construction equipment, in particular to a construction rack system and construction rack structure.

在地狹人稠人口爆炸的都市中,為了爭取更多的建築空間,將樓層越蓋越多及高度越建愈越高係都市建築之趨勢。 In a city with a huge population and a narrow population, in order to strive for more building space, it is the trend of urban architecture to build more floors and build higher and higher.

一般高樓層大樓的基本樑柱結構係由鋼筋混凝土、鋼骨結構混凝土或鋼骨鋼筋混凝土所構成。以鋼骨結構混凝土來說,係先將鋼骨結構組合搭建成樑柱結構後,再包覆混凝土作為防火披覆。這種鋼骨結構相較於其他兩種結構撓性較高且韌性較強。 The basic beam-column structure of a general high-rise building is composed of reinforced concrete, steel-frame concrete or steel-frame reinforced concrete. In the case of steel-reinforced concrete, the steel-reinforced structure is first assembled into a beam-column structure, and then the concrete is coated as a fire-proof coating. This kind of steel structure is more flexible and tougher than the other two structures.

當施工人員在鋼骨結構中進行作業時,往往需要站立於樑上進行施工。當需要對兩樑之間的柱體側面施工時,往往將一木板跨接於二橫樑上,施工人員再踩踏於此木板上而得以進行施工作業。惟,此種施工方式,若無適當的安全設備防護時,施工人員可能不小心掉落。因此,習知站立於臨時搭件之木板的施工方式對施工人員的安全保護並不周延。 When the construction personnel are working in the steel frame structure, they often need to stand on the beam for construction. When it is necessary to construct the side of the column between the two beams, a wooden board is often bridged on the two beams, and the construction personnel step on the wooden board to perform the construction operation. However, in this construction method, if there is no proper safety equipment protection, the construction personnel may accidentally drop. Therefore, it is known that the construction method of standing on a temporary plank does not extend the safety protection of the construction personnel.

為了解決上述問題,提供一種施工設備,能夠提升施工人員在進行鋼骨結構中作業時的安全性,為業界所長久企盼。 In order to solve the above problems, a construction equipment is provided, which can improve the safety of construction workers when performing work in the steel structure, which has long been expected by the industry.

本發明一實施例的目的之一在於提供一種施工架系統及其施工架結構,用以搭接往相異方向延伸之鋼樑以提供一安全工作區域,進一步提升施工時的安全性。 One of the objects of an embodiment of the present invention is to provide a construction rack system and a construction rack structure for overlapping steel beams extending in different directions to provide a safe working area to further improve safety during construction.

緣是,為達上述目的,本發明一實施例提供一種施工架結構,用以搭接往相異方向延伸之二個鋼樑以提供一安全工作區域。施工架結構包含一支撐組件以及一防護欄杆。支撐組件朝向一第一方向延伸,其兩端分別具有一搭接部,用以分別搭接於二個鋼樑,其中第一方向與二個鋼樑之二延伸方向之間分別形成一銳角。防護欄杆豎立連接於支撐組件之一側,並沿二搭接部之間延伸。 The reason is that, in order to achieve the above object, an embodiment of the present invention provides a construction frame structure for overlapping two steel beams extending in different directions to provide a safe working area. The construction frame structure includes a supporting component and a protective railing. The supporting component extends toward a first direction, and two ends of each of the supporting parts respectively have an overlapping portion for overlapping with two steel beams respectively, wherein an acute angle is formed between the first direction and the two extending directions of the two steel beams. The guardrail is vertically connected to one side of the support assembly, and extends along the two overlapping portions.

本發明另一實施例提供一種施工架系統,用以搭接於一第一鋼樑、一第二鋼樑以及一第三鋼樑。施工架系統包含二個上述之施工架結構以及一延伸固定件。施工架結構之其一搭接於第一鋼樑之一側以及第二鋼樑之一側,施工架結構之另一搭接於第二鋼樑之另一側以及第三鋼樑之一側。延伸固定件之兩端分別連接二施工架結構之防護欄杆。 Another embodiment of the present invention provides a construction rack system for overlapping a first steel beam, a second steel beam, and a third steel beam. The construction rack system includes two of the above construction rack structures and an extension fixture. One of the construction frame structures overlaps one side of the first steel beam and one side of the second steel beam, the other construction frame structure overlaps the other side of the second steel beam and one side of the third steel beam . Two ends of the extension fixing piece are respectively connected with the protective railings of the two construction frame structures.

在本發明的一實施例中,施工架結構之支撐組件以可拆卸的方式搭接於二鋼樑上,且防護欄杆係豎立於支撐組件上。如此,當施工人員站立於支撐組件上時,防護欄杆可以保護施工人員掉落。此外,在本發明的一實施例中防護欄杆為可折疊式以節省收納空間,因此施工架結構除可以重複使用外,亦方便攜帶以及收納,在增加安全性的同時,亦可降低架設時間和生產成本。 In an embodiment of the invention, the support assembly of the construction frame structure is detachably attached to the two steel beams, and the protective railing is erected on the support assembly. In this way, when the construction worker stands on the support assembly, the protective railing can protect the construction worker from falling. In addition, in an embodiment of the present invention, the protective railing is foldable to save storage space. Therefore, in addition to being reusable, the construction frame structure is also convenient to carry and store. While increasing safety, it can also reduce the installation time and Cost of production.

1‧‧‧支撐組件 1‧‧‧Support assembly

2‧‧‧防護欄杆 2‧‧‧Protective railing

3‧‧‧夾具 3‧‧‧Fixture

4‧‧‧防護網 4‧‧‧Protection net

5‧‧‧延伸固定件 5‧‧‧Extended fixing

10‧‧‧搭接部 10‧‧‧ Lap Department

11‧‧‧第一板件 11‧‧‧First board

12‧‧‧第二板件 12‧‧‧Second plate

13‧‧‧第三板件 13‧‧‧The third plate

14‧‧‧迫緊件 14‧‧‧ Urgent

15‧‧‧墊片 15‧‧‧gasket

16‧‧‧踏板 16‧‧‧ pedal

17‧‧‧套筒 17‧‧‧Sleeve

18‧‧‧勾具 18‧‧‧Hook

22‧‧‧套桿 22‧‧‧Pole

24‧‧‧連接桿 24‧‧‧Connecting rod

32‧‧‧C型夾 32‧‧‧C clip

34‧‧‧套環 34‧‧‧Ring

36‧‧‧固定件 36‧‧‧Fixed parts

91、92‧‧‧鋼樑 91、92‧‧‧Steel beam

93‧‧‧鋼柱 93‧‧‧Steel column

94‧‧‧第一鋼樑 94‧‧‧First Steel Beam

95‧‧‧第二鋼樑 95‧‧‧Second Steel Beam

96‧‧‧第三鋼樑 96‧‧‧third steel beam

97‧‧‧鋼樑 97‧‧‧Steel beam

100‧‧‧施工架結構 100‧‧‧Construction frame structure

110‧‧‧穿孔 110‧‧‧Perforation

171‧‧‧穿槽 171‧‧‧Slotted

172‧‧‧定位裝置 172‧‧‧Positioning device

200‧‧‧施工架結構 200‧‧‧Construction frame structure

222‧‧‧定位部 222‧‧‧Positioning Department

227‧‧‧穿槽 227‧‧‧Through slot

300‧‧‧施工架系統 300‧‧‧Construction rack system

400‧‧‧施工架結構 400‧‧‧Construction frame structure

912‧‧‧連接部 912‧‧‧Connect

914‧‧‧第一側 914‧‧‧ First side

916‧‧‧第二側 916‧‧‧Second side

918‧‧‧上翼板 918‧‧‧wing board

971‧‧‧上翼板 971‧‧‧wing board

972‧‧‧下翼板 972‧‧‧Lower wing

1721‧‧‧銷 1721‧‧‧pin

A‧‧‧銳角 A‧‧‧Acute angle

D1‧‧‧第一方向 D1‧‧‧First direction

E1‧‧‧第一延伸方向 E1‧‧‧First extension direction

E2‧‧‧第二延伸方向 E2‧‧‧Second extension direction

圖1係根據本發明一實施例之一種搭接於二鋼樑之施工架結構之立體 示意圖。 1 is a perspective view of a construction frame structure lapped on two steel beams according to an embodiment of the invention Schematic.

圖2係為圖1之施工架結構之第一端搭接於鋼樑之平面示意圖。 FIG. 2 is a schematic plan view of the first end of the construction frame structure of FIG. 1 overlapping with a steel beam.

圖3係為圖1之施工架結構之第一端搭接於鋼樑之爆炸示意圖。 FIG. 3 is an exploded schematic view of the first end of the construction frame structure of FIG. 1 overlapping with a steel beam.

圖4係為圖1之施工架結構之防護欄杆處於收納狀態之俯視示意圖。 4 is a schematic top view of the protective railing of the construction frame structure of FIG. 1 in a stored state.

圖5係根據本發明另一實施例之一種搭接於二鋼樑之施工架結構之立體示意圖。 5 is a perspective schematic view of a construction frame structure lapped on two steel beams according to another embodiment of the present invention.

圖6係為圖5之施工架結構之仰視示意圖。 6 is a schematic bottom view of the construction frame structure of FIG. 5.

圖7係根據本發明又一實施例之一種搭接於三個相銜接鋼樑之施工架系統之俯視示意圖。 FIG. 7 is a schematic top view of a construction frame system overlapping three connected steel beams according to yet another embodiment of the present invention.

圖8係根據本發明又一實施例之一種搭接於二鋼樑之施工架結構之立體示意圖。 8 is a perspective schematic view of a construction frame structure lapped on two steel beams according to yet another embodiment of the present invention.

為更清楚了解本發明之特徵、內容與優點及其所能達成之功效,茲將本發明配合附圖,並以實施例之表達形式詳細說明如下,而其中所使用之圖式,其主旨僅為示意及輔助說明書之用,故不應就所附之圖式的比例與配置關係解讀、侷限本發明的申請專利範圍。 In order to more clearly understand the features, contents, advantages and achievable effects of the present invention, the present invention is described in detail in conjunction with the drawings and in the form of expressions of the embodiments, and the drawings used therein are only for the purpose of For the purpose of illustration and supplementary description, it should not interpret and limit the scope of the patent application of the present invention with respect to the scale and configuration relationship of the attached drawings.

請參考圖1,其係根據本發明一實施例之一種搭接於二鋼樑91、92之施工架結構100之立體示意圖。本案係提供一種施工架結構100,其用於一施工現場之一鋼骨樑柱結構。舉例來說,施工架結構100可用以搭接往相異方向延伸之二個鋼樑91、92以提供一安全工作區域。其中,各鋼樑91、92之一端可連接至鋼柱93,且鋼樑91、92實質上同平面,以共同形成一樓面。 Please refer to FIG. 1, which is a schematic perspective view of a construction frame structure 100 lapped on two steel beams 91 and 92 according to an embodiment of the present invention. This case is to provide a construction frame structure 100, which is used for a steel beam-column structure at a construction site. For example, the construction frame structure 100 can be used to overlap two steel beams 91 and 92 extending in different directions to provide a safe working area. Wherein, one end of each steel beam 91, 92 may be connected to the steel column 93, and the steel beams 91, 92 are substantially coplanar to jointly form a first floor.

施工架結構100包含一支撐組件1以及一防護欄杆2。支撐 組件1朝向一第一方向D1延伸(如圖6所示,其係為圖5之施工架結構200之俯視示意圖)。支撐組件1可為一長條形之踏板,其可由金屬材質所製成,例如鋁合金。由於鋁合金重量較其他金屬輕,可方便攜帶和組裝。此外,支撐組件1之兩端分別具有一搭接部10,用以分別搭接於二個鋼樑91、92。在本實施例中,二鋼樑係91、92彼此大致垂直,而當支撐組件1透過搭接部10跨接於二鋼樑91、92時,如圖6所示,支撐組件1所延伸之第一方向係與二個鋼樑91、92之第一延伸方向E1以及第二延伸方向E2之間分別形成一銳角A。換句話說,由圖6的角度觀之,支撐組件1與二個鋼樑91、92可共同形成一銳角三角形或一等腰三角形。 The construction frame structure 100 includes a supporting assembly 1 and a protective railing 2. support The assembly 1 extends toward a first direction D1 (as shown in FIG. 6, which is a schematic top view of the construction frame structure 200 of FIG. 5 ). The supporting component 1 can be a long pedal, which can be made of metal material, such as aluminum alloy. Because aluminum alloy is lighter than other metals, it can be easily carried and assembled. In addition, two ends of the support assembly 1 have an overlapping portion 10 for overlapping the two steel beams 91 and 92 respectively. In this embodiment, the two steel beam systems 91, 92 are substantially perpendicular to each other, and when the support assembly 1 spans the two steel beams 91, 92 through the overlapping portion 10, as shown in FIG. 6, the support assembly 1 extends An acute angle A is formed between the first direction and the first extending direction E1 and the second extending direction E2 of the two steel beams 91 and 92, respectively. In other words, from the perspective of FIG. 6, the support assembly 1 and the two steel beams 91 and 92 may form an acute triangle or an isosceles triangle.

以下介紹支撐組件1搭接於二鋼樑91、92之結構。請參考圖2及3,其中圖2係為圖1之施工架結構100之第一端搭接於鋼樑91之平面示意圖,圖3係為圖1之施工架結構100之第一端搭接於鋼樑91之爆炸示意圖。 The structure in which the support assembly 1 is lapped on the second steel beams 91 and 92 is described below. Please refer to FIGS. 2 and 3, wherein FIG. 2 is a schematic plan view of the first end of the construction frame structure 100 of FIG. 1 lapped on the steel beam 91, and FIG. 3 is the first end of the construction frame structure 100 of FIG. 1 lapped Schematic diagram of explosion in steel beam 91.

支撐組件1兩端之各搭接部10包含一第一板件11、一第二板件12以及一第三板件13。第二板件12之一側固定於支撐組件1。第二板件12之兩端分別固接第一板件11以及第三板件13,以形成一容置空間,用以容置二鋼樑91、92中之一者之一連接部912。在本實施例中,第一板件11及第三板件13係沿著第一方向D1向外延伸,且第一板件11、第二板件12以及第三板件13可一體成型。此外,搭接部10更包含一迫緊件14以及一墊片15。墊片15可分離地與迫緊件14連接,第一板件11具有一穿孔110,迫緊件14穿設穿孔110,抵靠墊片15以迫緊連接部912,使連接部912被夾持於第三板件13以及墊片15之間。在本實施例中,鋼樑91之連接部912可為鋼樑91上側之一翼板,而迫緊件14可為一螺絲,螺絲可以旋轉的方式穿設於具有螺紋之穿孔110並抵靠墊片15。在本實施例中,由於墊片15的 面積大於迫緊件14可接觸於連接部912之面積,故墊片15的使用可擴大搭接部10緊迫於鋼樑91、92之連接部912之接觸面積,進而提升搭接之穩固程度。 Each overlapping portion 10 at both ends of the support assembly 1 includes a first plate 11, a second plate 12 and a third plate 13. One side of the second plate 12 is fixed to the support assembly 1. The two ends of the second plate 12 are respectively fixed to the first plate 11 and the third plate 13 to form an accommodating space for accommodating a connecting portion 912 of one of the two steel beams 91 and 92. In this embodiment, the first plate 11 and the third plate 13 extend outward along the first direction D1, and the first plate 11, the second plate 12, and the third plate 13 can be integrally formed. In addition, the overlapping portion 10 further includes a pressing member 14 and a gasket 15. The gasket 15 is detachably connected to the pressing member 14. The first plate 11 has a through hole 110. The pressing member 14 penetrates the through hole 110 and abuts against the gasket 15 to press the connecting portion 912 so that the connecting portion 912 is clamped Between the third plate 13 and the gasket 15. In this embodiment, the connecting portion 912 of the steel beam 91 may be a wing plate on the upper side of the steel beam 91, and the pressing member 14 may be a screw. The screw may be rotatably threaded through the threaded perforation 110 and abut against the gasket 15. In this embodiment, due to the The area is larger than the area where the pressing member 14 can contact the connecting portion 912, so the use of the gasket 15 can enlarge the contact area of the connecting portion 912 where the overlapping portion 10 is pressed against the steel beams 91 and 92, thereby enhancing the stability of the overlapping.

當欲組裝支撐組件1至鋼樑91時,首先,使用者可移動支撐組件1,以使容置空間容納連接部912之外端,第二板件12亦可抵靠於連接部912的端面。第三板件13再置放於連接部912之一第一側914。接著,將墊片15先套設於迫緊件14上,再將施力於迫緊件14,以使墊片15底靠於連接件之一第二側916。如此,連接部912彼此相對之第一側914以及第二側916係夾持於第三板件13和墊片15之間,支撐組件1即可固定於鋼樑91上。 When assembling the support assembly 1 to the steel beam 91, first, the user can move the support assembly 1 so that the accommodating space accommodates the outer end of the connecting portion 912, and the second plate 12 can also abut the end surface of the connecting portion 912 . The third plate 13 is placed on the first side 914 of the connecting portion 912. Next, the gasket 15 is first sleeved on the pressing member 14, and then the pressing member 14 is urged so that the gasket 15 bottoms against the second side 916 of the connecting member. In this way, the first side 914 and the second side 916 of the connecting portion 912 opposed to each other are clamped between the third plate 13 and the spacer 15, and the support assembly 1 can be fixed on the steel beam 91.

當欲拆卸支撐組件1兩端之各搭接部10於鋼樑91之連接部912時,使用者可反方向扭轉迫緊件14以使其鬆開,墊片15可自連接部912移除。接著,使用者移動第三板件13以脫離於連接部912,即完成拆卸。另外,支撐組件1另一端之搭接部10搭接於於鋼樑92的方式與上述搭接於於鋼樑91的方式相同。 When it is desired to disassemble the overlapping portions 10 at both ends of the support assembly 1 to the connecting portion 912 of the steel beam 91, the user can twist the pressing member 14 in the opposite direction to loosen it, and the gasket 15 can be removed from the connecting portion 912 . Then, the user moves the third plate 13 to disengage from the connecting portion 912, and the disassembly is completed. In addition, the overlapping portion 10 at the other end of the support assembly 1 is lapped to the steel beam 92 in the same manner as the lapped portion to the steel beam 91 described above.

此外,支撐組件1包含一踏板16以及二套筒17,其中二套筒17固設於踏板16之兩端。在本實施例中,套筒17是以焊接的方式固設於踏板16之兩端。在其他實施例中,套筒17可以螺栓鎖固的方式固定於踏板16。踏板16可具有多個凹槽或凸條,以進一步提升使用者站立於踏板16時之磨擦力。 In addition, the support assembly 1 includes a pedal 16 and two sleeves 17, wherein the two sleeves 17 are fixed on both ends of the pedal 16. In this embodiment, the sleeve 17 is fixed to both ends of the pedal 16 by welding. In other embodiments, the sleeve 17 may be fixed to the pedal 16 by bolting. The pedal 16 may have a plurality of grooves or convex strips to further increase the frictional force when the user stands on the pedal 16.

請參照圖1、2,防護欄杆2豎立連接於支撐組件1之一側,並沿二搭接部10之間延伸。更詳細來說,防護欄杆2包含二套桿22以及至少一連接桿24。二套桿22分別以可拆卸方式套設於支撐組件1之二套筒17 中,至少一連接桿24之兩端分別連接至二套桿22。在本實施例中,至少一連接桿24的數量為二,其中,連接桿24之兩端分別以可樞轉的方式連接二套桿22。如此,防護欄杆2可依照組裝結構的改變而具有一使用位置以及一收納位置。如圖1所示,於使用位置時,連接桿24大致正交於連接二套桿22;圖4係為圖1之施工架結構100之防護欄杆2處於收納位置之俯視示意圖,於收納位置時,連接桿24大致與二套桿22彼此平行。此一防護欄杆2之收納方式,可大幅減少防護欄杆2之體積,以利於容納和搬運。 Referring to FIGS. 1 and 2, the guardrail 2 is vertically connected to one side of the support assembly 1 and extends along the two overlapping portions 10. In more detail, the guardrail 2 includes two sets of bars 22 and at least one connecting bar 24. The two sets of rods 22 are detachably sleeved on the two sleeves 17 of the support assembly 1 In the two ends of at least one connecting rod 24 are connected to two sets of rods 22 respectively. In this embodiment, the number of the at least one connecting rod 24 is two, and two ends of the connecting rod 24 are respectively pivotally connected to the two sets of rods 22. In this way, the guardrail 2 can have a use position and a storage position according to the change of the assembly structure. As shown in FIG. 1, in the use position, the connecting rod 24 is substantially orthogonal to connecting the two sets of rods 22; FIG. 4 is a schematic plan view of the protective railing 2 of the construction rack structure 100 of FIG. 1 in the storage position, when in the storage position The connecting rod 24 and the two sets of rods 22 are substantially parallel to each other. This storage method of the protective railing 2 can greatly reduce the volume of the protective railing 2 to facilitate accommodation and transportation.

此外,防護欄杆2亦可由金屬所製成。舉例來說,金屬可為輕質鋁合金,如此可使防護欄杆2具有方便攜帶和組裝等特點。 In addition, the guardrail 2 can also be made of metal. For example, the metal may be a lightweight aluminum alloy, so that the protective railing 2 can be easily carried and assembled.

請參照圖1至3,更詳細來說,支撐組件1之二套筒17分別具有一定位裝置172於其中,防護欄杆2之兩端之二套桿22分別具有一定位部222,二定位部222以可拆卸方式分別與二定位裝置172嚙合。在本實施例中,定位裝置172包含二彈性相連的銷1721,其突出穿設於套筒17的外壁面之穿槽171中;套桿22之定位部222包含二穿槽227。當組裝時,套桿22受力向下套設於套筒17的外側,定位裝置172兩側的銷1721可同時彈性穿設於套筒17的穿槽171中以及套桿22之定位部222之二穿槽227中,藉此固定套桿22與套筒17。當拆卸套桿22時,使用者可按壓定位裝置172之突出的銷1721,以使定位裝置172突出的銷1721被壓入於套桿22和套筒17內,使用者即可向上抽出套桿22以退出套筒17。 Please refer to FIGS. 1 to 3. In more detail, the two sleeves 17 of the support assembly 1 each have a positioning device 172 therein, and the two sets of rods 22 at both ends of the guardrail 2 have a positioning portion 222 and two positioning portions, respectively 222 is detachably engaged with the two positioning devices 172 respectively. In this embodiment, the positioning device 172 includes two elastically connected pins 1721 that protrude through the through grooves 171 of the outer wall surface of the sleeve 17; the positioning portion 222 of the sleeve rod 22 includes two through grooves 227. When assembling, the sleeve rod 22 is forced to be sleeved down on the outer side of the sleeve 17, and the pins 1721 on both sides of the positioning device 172 can be elastically inserted into the slot 171 of the sleeve 17 and the positioning portion 222 of the sleeve rod 22 The second one passes through the groove 227, thereby fixing the sleeve rod 22 and the sleeve 17. When removing the sleeve 22, the user can press the protruding pin 1721 of the positioning device 172, so that the pin 1721 protruding from the positioning device 172 is pressed into the sleeve 22 and the sleeve 17, and the user can pull out the sleeve 22以quit the sleeve 17.

是以,防護欄杆2之設置,可避免施工人員進行作業時,不小心掉入於支撐組件1的外側。如此,可大幅提升施工的安全性。 Therefore, the setting of the protective railing 2 can prevent the construction personnel from accidentally falling into the outer side of the supporting assembly 1 during the operation. In this way, the safety of construction can be greatly improved.

請參照圖1至3,在本實施例中,施工架結構100更包含二個夾具3,夾具3的每一者之一端固定於防護欄杆2,其另一端固定於二個 鋼樑91、92中之一者之一上翼板918。更詳細來說,在本實施例,各夾具3可包含彼此相連之一C型夾32以及一套環34。套環34可滑動地套設於套桿22外,且可使夾具3圍繞著套桿22之外壁面旋轉,以調整套環34固定於套桿22之位置。另一方面,C型夾32可夾合於鋼樑91、92之上翼板918,且C型夾32包含一固定夾部320和可旋轉夾部322。其中,可旋轉夾部322可相對於固定夾部320旋轉,以調整C型夾32固定於上翼板918之位置。夾具3更包含二固定件36,固定件36可例如為螺絲,固定件36用以可拆卸的方式分別固定C型夾32以及套環34於上翼板918和套環34。當使用者將夾具3調整至所欲連接防護欄杆2之套筒17和鋼樑91、92之上翼板918的位置後,使用者再將固定件36固定於C型夾32上。如此,即可完成夾具3之組裝。這種夾具3的設置可提升防護欄杆2固定於支撐組件1的穩固性。 1 to 3, in this embodiment, the construction frame structure 100 further includes two clamps 3, one end of each of the clamps 3 is fixed to the guardrail 2 and the other end is fixed to two One of the steel beams 91, 92 has an upper wing plate 918. More specifically, in this embodiment, each clamp 3 may include a C-shaped clamp 32 and a set of rings 34 connected to each other. The collar 34 is slidably sleeved outside the collar 22, and can rotate the clamp 3 around the outer wall surface of the collar 22 to adjust the position of the collar 34 fixed to the collar 22. On the other hand, the C-clamp 32 can be clamped on the wing plates 918 on the steel beams 91 and 92, and the C-clamp 32 includes a fixed clamp 320 and a rotatable clamp 322. The rotatable clip portion 322 can rotate relative to the fixed clip portion 320 to adjust the position of the C-shaped clip 32 fixed to the upper wing plate 918. The clamp 3 further includes two fixing members 36. The fixing member 36 may be, for example, a screw. The fixing member 36 detachably fixes the C-shaped clip 32 and the collar 34 to the upper wing plate 918 and the collar 34. After the user adjusts the clamp 3 to the position where the sleeve 17 of the guard rail 2 and the wing plate 918 above the steel beams 91 and 92 are to be connected, the user fixes the fixing member 36 to the C-shaped clamp 32. In this way, the assembly of the jig 3 can be completed. The arrangement of the clamp 3 can improve the stability of the protective rail 2 fixed to the support assembly 1.

請參照圖5、6,其中圖5係根據本發明另一實施例之一種搭接於二鋼樑91、92之施工架結構200之立體示意圖,圖6係為圖5之施工架結構200之仰視示意圖。 Please refer to FIGS. 5 and 6, wherein FIG. 5 is a perspective schematic view of a construction frame structure 200 lapped on two steel beams 91 and 92 according to another embodiment of the present invention, and FIG. 6 is a construction frame structure 200 of FIG. 5. Looking up at the schematic.

在本實施例中,施工架結構200更包含一防護網4,支撐組件1之另一側更包含至少一勾具18,防護網4的周圍以可拆卸的方式固定於至少一勾具18以及二個鋼樑91、92上之勾具919。如此,可避免施工人員掉入二鋼樑91、92和支撐組件1之間的空隙,進而大幅提升施工的安全性。 In this embodiment, the construction frame structure 200 further includes a protective net 4, the other side of the support assembly 1 further includes at least one hook 18, and the periphery of the protective net 4 is detachably fixed to at least one hook 18 and The hooks 919 on the two steel beams 91 and 92. In this way, it is possible to prevent the construction personnel from falling into the gap between the second steel beams 91 and 92 and the support assembly 1, thereby greatly improving the safety of construction.

請參照圖7,其係為根據本發明一實施例之一種搭接於三個相互連接鋼樑之施工架系統300之俯視剖切示意圖。本發明一實施例提供一種施工架系統300,用以搭接於一第一鋼樑94、一第二鋼樑95以及一第三鋼樑96,且各第一鋼樑94、第二鋼樑95以及第三鋼樑96之一端連接 於鋼柱93,以共同形成一樓面。施工架系統300包含二個上述實施例之施工架結構100以及一延伸固定件5。一施工架結構100搭接於第一鋼樑94之一側以及第二鋼樑95之一側,而另一施工架結構100搭接於第二鋼樑95之另一側以及第三鋼樑96之一側。延伸固定件5之兩端分別連接二施工架結構100之防護欄杆2之套管22。此外,延伸固定件5可利用鎖固及/或套接的方式固定於二防護欄杆2之套管22上。 Please refer to FIG. 7, which is a schematic cross-sectional view of a construction frame system 300 overlapping three interconnected steel beams according to an embodiment of the present invention. An embodiment of the present invention provides a construction rack system 300 for overlapping a first steel beam 94, a second steel beam 95, and a third steel beam 96, and each of the first steel beam 94 and the second steel beam 95 and one end of the third steel beam 96 are connected The steel column 93 forms a first floor together. The construction rack system 300 includes the two construction rack structures 100 of the above embodiment and an extension fixture 5. One construction frame structure 100 overlaps one side of the first steel beam 94 and one side of the second steel beam 95, and another construction frame structure 100 overlaps the other side of the second steel beam 95 and the third steel beam 96 one side. The two ends of the extension fixing member 5 are respectively connected to the casing 22 of the protective railing 2 of the two construction frame structures 100. In addition, the extension fixing member 5 can be fixed on the sleeve 22 of the two guardrails 2 by means of locking and/or sleeve connection.

本發明中所施作之鋼樑類型非限定於上述實施例之鋼樑。請參照圖8,其係根據本發明又一實施例之一種搭接於二鋼樑97之施工架結構400之立體示意圖。在本實施例中,鋼樑97係為一種H型鋼樑,即鋼樑97之兩側分別具有一上翼板971及一下翼板972。施工架結構400之夾具3之一側固定防護欄杆2,夾具3之另一側係與墊片15固定於上翼板971。施工架結構400之防護欄杆2之相對兩側係分別固定於下翼板972上。 The type of steel beam applied in the present invention is not limited to the steel beam of the above embodiment. Please refer to FIG. 8, which is a perspective schematic view of a construction frame structure 400 lapped on two steel beams 97 according to yet another embodiment of the present invention. In this embodiment, the steel beam 97 is an H-shaped steel beam, that is, the steel beam 97 has an upper wing plate 971 and a lower wing plate 972 on both sides thereof. One side of the jig 3 of the construction frame structure 400 fixes the guardrail 2, and the other side of the jig 3 is fixed to the upper wing plate 971 with the gasket 15. The opposite sides of the protective railing 2 of the construction frame structure 400 are respectively fixed on the lower wing plate 972.

是以,本案之施工架結構可應用於不同類型之鋼樑,且可根據鋼樑之尺寸大小以及形狀進行結構的修改。 Therefore, the construction frame structure in this case can be applied to different types of steel beams, and the structure can be modified according to the size and shape of the steel beams.

綜合上述,根據本發明所揭露之施工架系統及其施工架結構,其施工架結構之支撐組件以可拆卸的方式搭接於二鋼樑上,且防護欄杆係豎立於支撐組件上。如此,當施工人員站立於支撐組件上對鋼柱進行施工作業時,防護欄杆可以保護施工人員,以避免掉落。此外,由於支撐組件以及防護欄杆皆為可拆卸式,可以重複使用以及方便攜帶,不需要重複製造跨接之木板。是以,在增加安全性的同時,亦可降低時間和生產成本。 In summary, according to the construction rack system and construction rack structure disclosed in the present invention, the support assembly of the construction rack structure is detachably connected to the two steel beams, and the protective railing is erected on the support assembly. In this way, when the construction personnel stand on the support assembly to perform the construction work on the steel column, the protective railing can protect the construction personnel from falling. In addition, since the supporting assembly and the protective railing are detachable, they can be reused and easy to carry, and there is no need to re-manufacture the spanned planks. Therefore, while increasing safety, it can also reduce time and production costs.

本文中的用語「一」或「一種」係用以敘述本發明之元件及成分。此術語僅為了敘述方便及給予本發明之基本觀念。此敘述應被理 解為包括一種或至少一種,且除非明顯地另有所指,表示單數時亦包括複數。於申請專利範圍中和「包含」一詞一起使用時,該用語「一」可意謂一個或超過一個。此外,本文中的用語「或」其意同「及/或」。 The term "a" or "an" is used to describe the elements and components of the present invention. This term is just for convenience of description and basic concept of the present invention. This narrative should be treated The solution is meant to include one or at least one, and unless clearly indicated otherwise, the singular also includes the plural. When used with the word "include" in the scope of a patent application, the term "a" may mean one or more than one. In addition, the term "or" in this article means "and/or".

除非另外規定,否則諸如「上方」、「下方」、「向上」、「左邊」、「右邊」、「向下」、「頂部」、「底部」、「垂直」、「水平」、「側」、「較高」、「下部」、「上部」、「上方」、「下面」等空間描述係關於圖中所展示之方向加以指示。應理解,本文中所使用之空間描述僅出於說明之目的,且本文中所描述之結構之實際實施可以任何相對方向在空間上配置,此限制條件不會改變本發明實施例之優點。舉例來說,在一些實施例之描述中,提供「在」另一元件「上」之一元件可涵蓋前一元件直接在後一元件上(例如,與後一元件實體接觸)的狀況以及一或多個介入元件位於前一元件與後一元件之間的狀況。 Unless otherwise specified, such as "above", "below", "up", "left", "right", "down", "top", "bottom", "vertical", "horizontal", "side" , "Higher", "lower", "upper", "above", "below" and other spatial descriptions are indicated with respect to the directions shown in the figure. It should be understood that the spatial descriptions used herein are for illustrative purposes only, and the actual implementation of the structures described herein can be spatially configured in any relative direction, and this limitation does not change the advantages of the embodiments of the present invention. For example, in the description of some embodiments, providing an element "on" another element can cover the condition where the previous element is directly on the latter element (eg, in physical contact with the latter element) and a The condition where one or more intervening elements are located between the previous element and the latter element.

如本文中所使用,術語「大致」、「實質上」、「實質的」及「約」用以描述及考慮微小之變化。當與事件或情形結合使用時,該些術語可意指事件或情形明確發生之情況以及事件或情形極近似於發生之情況。 As used herein, the terms "approximately", "substantially", "substantially" and "about" are used to describe and consider minor changes. When used in conjunction with an event or situation, these terms may mean that the event or situation clearly occurs and that the event or situation is very similar to the situation that occurred.

以上所述之實施例僅係為說明本發明之技術思想及特點,其目的在使熟習此項技藝之人士能夠瞭解本發明之內容並據以實施,當不能以之限定本發明之專利範圍,依本發明所揭示之精神所作之均等變化或修飾,仍應涵蓋在本發明之專利範圍內。 The above-mentioned embodiments are only to illustrate the technical ideas and features of the present invention, and its purpose is to enable those skilled in the art to understand the content of the present invention and implement it accordingly, but cannot limit the patent scope of the present invention, Equal changes or modifications made in accordance with the spirit disclosed by the present invention should still be covered by the patent scope of the present invention.

1‧‧‧支撐組件 1‧‧‧Support assembly

2‧‧‧防護欄杆 2‧‧‧Protective railing

3‧‧‧夾具 3‧‧‧Fixture

10‧‧‧搭接部 10‧‧‧ Lap Department

16‧‧‧踏板 16‧‧‧ pedal

17‧‧‧套筒 17‧‧‧Sleeve

22‧‧‧套桿 22‧‧‧Pole

24‧‧‧連接桿 24‧‧‧Connecting rod

91、92‧‧‧鋼樑 91、92‧‧‧Steel beam

93‧‧‧鋼柱 93‧‧‧Steel column

100‧‧‧施工架結構 100‧‧‧Construction frame structure

Claims (9)

一種施工架結構,用以搭接往相異方向延伸之二個鋼樑以提供一安全工作區域,其包含:一朝向一第一方向延伸之支撐組件,其兩端分別具有一搭接部,用以分別搭接於該二個鋼樑,其中該第一方向與該二個鋼樑之二延伸方向之間分別形成一銳角,該支撐組件包含一踏板以及二套筒,其中該二套筒固設於該踏板之兩端,其中該二個鋼樑的每一者之一端分別連接至一鋼柱;一防護欄杆,豎立連接於該支撐組件之一側,並沿該二搭接部之間延伸;以及二個夾具,該二個夾具的每一者之一端固定於該防護欄杆,其另一端固定於該二個鋼樑中之一者之一上翼板。 A construction frame structure is used to overlap two steel beams extending in different directions to provide a safe working area, which includes: a supporting component extending toward a first direction, and a lapped portion at each end thereof, For overlapping with the two steel beams respectively, wherein an acute angle is formed between the first direction and the two extending directions of the two steel beams respectively, the support assembly includes a pedal and two sleeves, wherein the two sleeves Fixed at both ends of the pedal, wherein one end of each of the two steel beams is respectively connected to a steel column; a protective railing is erected and connected to one side of the support assembly, and along the two overlapping portions Extending; and two clamps, one end of each of the two clamps is fixed to the guardrail, and the other end is fixed to the upper wing plate of one of the two steel beams. 如請求項1之施工架結構,其中該防護欄杆包含二套桿以及至少一連接桿,該二套桿分別以可拆卸方式套設於該二套筒,該至少一連接桿之兩端分別連接至該二套桿。 The construction frame structure according to claim 1, wherein the protective railing includes two sets of rods and at least one connecting rod, the two sets of rods are respectively detachably sleeved on the two sleeves, and the two ends of the at least one connecting rod are respectively connected To the two sets of rods. 如請求項2之施工架結構,其中該至少一連接桿之兩端分別以可樞轉的方式連接該二套桿,以使於一使用位置時,該至少一連接桿大致正交於連接該二套桿,於一收納位置時,該至少一連接桿大致與該二套桿彼此平行。 The construction frame structure as claimed in claim 2, wherein both ends of the at least one connecting rod are respectively pivotally connected to the two sets of rods, so that in a use position, the at least one connecting rod is substantially orthogonal to the connecting rod When the two sets of rods are in a storage position, the at least one connecting rod is substantially parallel to the two sets of rods. 如請求項2之施工架結構,其中該二套筒分別具有一定位裝置於其中,該二套桿分別具有一定位部,該二定位部以可拆卸方式分別與該二定位裝置嚙合。 The construction frame structure according to claim 2, wherein the two sleeves respectively have a positioning device therein, and the two sets of rods respectively have a positioning part, and the two positioning parts are respectively detachably engaged with the two positioning devices. 如請求項4之施工架結構,其中該定位裝置包含二彈性相連的銷,其突出穿設於套筒的外壁面之穿槽中,且該套桿之定位部包含二穿槽,當該二套桿之一者受力向下套設於該二套筒的對應一者的外側時,該定位裝置之兩側的銷可同時彈性穿設於該套筒的該穿槽中以及該套桿之該定位部之該二穿槽中,並突出於該套桿外以固定該套桿與該套筒,當該定位裝置之該兩側的突出的銷受徑向向內壓力時,該定位裝置之該兩側的突出銷即退入該套桿和該套筒內。 The construction frame structure according to claim 4, wherein the positioning device includes two elastically connected pins that protrude through the through grooves on the outer wall surface of the sleeve, and the positioning portion of the set of rods includes two through grooves, when the two When one of the sleeve rods is forced to be sleeved down on the outside of the corresponding one of the two sleeves, the pins on both sides of the positioning device can be elastically penetrated into the slot of the sleeve and the sleeve rod at the same time The two through slots of the positioning part protrude out of the sleeve to fix the sleeve and the sleeve. When the protruding pins on both sides of the positioning device are subjected to radial inward pressure, the positioning The protruding pins on both sides of the device are retracted into the sleeve and the sleeve. 一種施工架結構,用以搭接往相異方向延伸之二個鋼樑以提供一安全工作區域,其包含:一朝向一第一方向延伸之支撐組件,其兩端分別具有一搭接部,用以分別搭接於該二個鋼樑,其中該第一方向與該二個鋼樑之二延伸方向之間分別形成一銳角,該二個鋼樑的每一者之一端分別連接至一鋼柱,且其中各該搭接部包含一第一板件、一第二板件以及一第三板件,該第二板件之一側固定於該支撐組件,該第二板件之兩端分別連接該第一板件以及該第三板件,以形成一容置空間,用以容置該二鋼樑中之一者之一連接部;以及一防護欄杆,豎立連接於該支撐組件之一側,並沿該二搭接部之間延伸。 A construction frame structure is used to overlap two steel beams extending in different directions to provide a safe working area, which includes: a supporting component extending toward a first direction, and a lapped portion at each end thereof, For overlapping with the two steel beams respectively, wherein an acute angle is formed between the first direction and the two extending directions of the two steel beams, and one end of each of the two steel beams is connected to a steel And each of the overlapping portions includes a first plate, a second plate, and a third plate, one side of the second plate is fixed to the support assembly, and both ends of the second plate Connect the first plate and the third plate respectively to form an accommodating space for accommodating a connecting portion of one of the two steel beams; and a protective railing that is vertically connected to the support assembly One side, and extending between the two overlapping portions. 如請求項6之施工架結構,其中該搭接部更包含一迫緊件以及一墊片,該墊片連接該迫緊件,該第一板件具有一穿孔,該迫緊件穿設該穿孔,以抵靠該墊片以迫緊該連接部,使該連接部被夾持於該第三板件以及該墊片之間。 The construction frame structure of claim 6, wherein the overlapping portion further includes a pressing member and a gasket, the gasket is connected to the pressing member, the first plate member has a perforation, and the pressing member penetrates the perforation To press against the gasket to force the connection portion, so that the connection portion is clamped between the third plate and the gasket. 如請求項7之施工架結構,更包含一防護網,該支撐組件之另一側更包含至少一勾具,該防護網的周圍以可拆卸的方式固定於該至少一勾具以及該二個鋼樑。 If the construction frame structure of claim 7 further includes a protective net, the other side of the support assembly further includes at least one hook, and the periphery of the protective net is detachably fixed to the at least one hook and the two Steel beams. 一種施工架系統,用以搭接於一第一鋼樑、一第二鋼樑以及一第三鋼樑,包含:二個如請求項1至8之任一者所述之施工架結構,其一搭接於該第一鋼樑之一側以及該第二鋼樑之一側,其另一搭接於該第二鋼樑之另一側以及該第三鋼樑之一側;以及一延伸固定件,其兩端分別連接該二施工架結構之該防護欄杆。 A construction rack system for overlapping a first steel beam, a second steel beam, and a third steel beam, including: two construction rack structures as described in any one of claims 1 to 8, which One overlaps on one side of the first steel beam and one side of the second steel beam, the other overlaps on the other side of the second steel beam and one side of the third steel beam; and an extension Two ends of the fixing member are respectively connected to the protective railings of the two construction frame structures.
TW107127985A 2018-08-10 2018-08-10 Scaffold system and scaffold structure thereof TWI684700B (en)

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