TWM570872U - Construction frame system and construction frame structure - Google Patents
Construction frame system and construction frame structureInfo
- Publication number
- TWM570872U TWM570872U TWM570872U TW M570872 U TWM570872 U TW M570872U TW M570872 U TWM570872 U TW M570872U
- Authority
- TW
- Taiwan
- Prior art keywords
- construction frame
- frame structure
- sleeve
- steel beam
- steel
- Prior art date
Links
- 238000010276 construction Methods 0.000 title claims abstract description 89
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 94
- 239000010959 steel Substances 0.000 claims abstract description 94
- 230000001681 protective Effects 0.000 claims abstract description 35
- 230000001154 acute Effects 0.000 claims abstract description 5
- 238000003825 pressing Methods 0.000 claims description 11
- 230000000875 corresponding Effects 0.000 claims 1
- 238000003860 storage Methods 0.000 description 5
- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 229910052751 metal Inorganic materials 0.000 description 3
- 239000002184 metal Substances 0.000 description 3
- 210000002356 Skeleton Anatomy 0.000 description 2
- 230000002708 enhancing Effects 0.000 description 2
- 238000004880 explosion Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000006011 modification reaction Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 210000000614 Ribs Anatomy 0.000 description 1
- 230000004308 accommodation Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Abstract
本新型提供一種施工架系統及其施工架結構,其中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 present invention provides a construction frame system and a construction frame structure thereof, wherein the construction frame structure is used to overlap two steel beams extending in different directions to provide a safe working area. The construction frame structure includes a support assembly and a protective railing. The support assembly extends toward a first direction, and each of the two ends has a lap portion for respectively overlapping the two steel beams. An acute angle is formed between the first direction and the extending direction of the two steel beams. The protective railing is erected to one side of the support assembly and extends between the two overlapping portions.
Description
本新型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 present invention relates to a construction equipment, and more particularly to a construction frame system and a construction frame structure thereof.
在地狹人稠人口爆炸的都市中,為了爭取更多的建築空間,將樓層越蓋多及高度越建愈越高係都市建築之趨勢。In the cities where the population is crowded and the population is exploding, in order to gain more building space, the more the floors and the higher the height, the higher the trend of urban architecture.
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-structured concrete or steel-reinforced concrete. In the case of steel-structured concrete, the steel-bone structure is first assembled into a beam-column structure, and then the concrete is coated as a fireproof covering. This steel-bone 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 workers work in the steel 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 can step on the wooden board to carry out the construction work. However, in the case of such construction methods, construction workers may accidentally drop if there is no proper safety equipment protection. Therefore, it is conventional to know that the construction method of the wooden board standing on the temporary assembly does not delay 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 apparatus is provided, which can improve the safety of construction workers in the operation of the steel skeleton structure, and is long-awaited by the industry.
本新型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 frame system and a construction frame structure for lapping steel beams extending in different directions to provide a safe working area, thereby further improving safety during construction.
緣是,為達上述目的,本新型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。Therefore, in order to achieve the above object, an embodiment of the present invention provides a construction frame structure for lapping two steel beams extending in different directions to provide a safe working area. The construction frame structure includes a support assembly and a protective railing. The support assembly extends toward a first direction, and has two overlapping portions at both ends thereof for respectively overlapping the two steel beams, wherein an initial angle is formed between the first direction and the extending direction of the two steel beams. The protective railing is erected to one side of the support assembly and extends between the two overlapping portions.
本新型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 lap jointing a first steel beam, a second steel beam, and a third steel beam. The construction frame system comprises two of the above construction frame structures and an extension fixing member. One of the construction frame structures is overlapped on one side of the first steel beam and one side of the second steel beam, and the other of the construction frame structure is overlapped on the other side of the second steel beam and one side of the third steel beam . The two ends of the extension fixing member are respectively connected with the protective railings of the two construction frame structures.
在本新型的一實施例中,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,在本新型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 present 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 personnel stand on the support assembly, the protective railing can protect the construction personnel from falling. In addition, in an embodiment of the present invention, the protective railing is foldable to save the storage space. Therefore, the construction frame structure can be conveniently carried and stored in addition to being reusable, thereby increasing the safety and reducing the installation time and Cost of production.
為更清楚了解本新型之特徵、內容與優點及其所能達成之功效,茲將本新型配合附圖,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、侷限本新型的申請專利範圍。In order to more clearly understand the features, contents, and advantages of the present invention and the effects thereof, the present invention will be described in detail with reference to the accompanying drawings, and the drawings For the purpose of indicating and assisting the specification, the scope of the patent application should not be construed as limiting the scope and configuration of the attached drawings.
請參考圖1,其係根據本新型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 perspective view of a construction frame structure 100 lapped to two steel beams 91 and 92 according to an embodiment of the present invention. The present invention provides a construction frame structure 100 for use in a steel skeleton column structure of a construction site. For example, the work frame structure 100 can be used to lap two steel beams 91, 92 that extend in different directions to provide a safe working area. Wherein, one end of each steel beam 91, 92 can be connected to the steel column 93, and the steel beams 91, 92 are substantially the same plane to jointly form a 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 support assembly 1 and a protective railing 2. The support assembly 1 extends toward a first direction D1 (as shown in FIG. 6 , which is a top plan view of the construction frame structure 200 of FIG. 5 ). The support assembly 1 can be an elongated pedal that can be made of a metal material, such as an aluminum alloy. Because aluminum alloy is lighter than other metals, it can be easily carried and assembled. In addition, the two ends of the support assembly 1 respectively have a lap portion 10 for overlapping the two steel beams 91, 92 respectively. In the present embodiment, the two steel beam systems 91, 92 are substantially perpendicular to each other, and when the support assembly 1 is bridged to the two steel beams 91, 92 through the lap portion 10, as shown in FIG. 6, the support assembly 1 is extended. 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, 92, respectively. In other words, from the perspective of Fig. 6, the support assembly 1 and the two steel beams 91, 92 can together form an acute triangle or an isosceles triangle.
以下介紹支撐組件1搭接於二鋼樑91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 overlapped with the two steel beams 91 will be described below. Please refer to FIG. 2 and FIG. 3 , wherein FIG. 2 is a plan view showing the first end of the construction frame structure 100 of FIG. 1 overlapping the steel beam 91 , and FIG. 3 is the first end of the construction frame structure 100 of FIG. 1 . Schematic diagram of the explosion of the 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 of the overlapping portions 10 at both ends of the support assembly 1 includes a first plate member 11, a second plate member 12, and a third plate member 13. One side of the second plate member 12 is fixed to the support assembly 1. The two ends of the second plate member 12 are respectively fixed to the first plate member 11 and the third plate member 13 to form an accommodating space for accommodating one of the two steel beams 91. In this embodiment, the first plate member 11 and the third plate member 13 extend outward along the first direction D1, and the first plate member 11, the second plate member 12, and the third plate member 13 are integrally formed. In addition, the lap portion 10 further includes a pressing member 14 and a spacer 15 . The gasket 15 is detachably connected to the pressing member 14, the first plate member 11 has a through hole 110, and the pressing member 14 passes through the through hole 110 to abut against the gasket 15 to press the connecting portion 912 to clamp the connecting portion 912. Between the third plate member 13 and the spacer 15. In this embodiment, the connecting portion 912 of the steel beam 91 may be a wing on the upper side of the steel beam 91, and the pressing member 14 may be a screw, and the screw may be rotatably disposed through the threaded through hole 110 and against the gasket. 15. In the present embodiment, since the area of the spacer 15 is larger than the area of the pressing member 14 that can contact the connecting portion 912, the use of the spacer 15 can enlarge the overlapping portion 10 to the connecting portion 912 of the steel beams 91, 92. Contact area, which in turn improves the stability of the lap.
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 the support assembly 1 is to be assembled 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 member 12 can also abut against the end surface of the connecting portion 912. . The third plate member 13 is placed on one of the first sides 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 applied to the bottom portion 916 of the connecting member. In this manner, the first side 914 and the second side 916 opposite to each other of the connecting portion 912 are sandwiched between the third plate member 13 and the spacer 15, and the support assembly 1 can be fixed to 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 the laps 10 of the two ends of the support assembly 1 are to be removed from the connecting portion 912 of the steel beam 91, the user can reverse the pressing member 14 in the opposite direction to release it, and the spacer 15 can be removed from the connecting portion 912. . Then, the user moves the third plate member 13 to be disengaged from the connecting portion 912, that is, the disassembly is completed. Further, the manner in which the overlapping portion 10 at the other end of the support unit 1 is overlapped with the steel beam 92 is the same as the manner of overlapping 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 to both ends of the pedal 16. In the present embodiment, the sleeve 17 is fixed to both ends of the pedal 16 by welding. In other embodiments, the sleeve 17 can be bolted to the pedal 16. The pedal 16 can have a plurality of grooves or ribs to further enhance the frictional force of the user when standing 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 protective rail 2 is erected to one side of the support assembly 1 and extends along the two overlapping portions 10. In more detail, the protective railing 2 includes two sets of rods 22 and at least one connecting rod 24. The two sets of rods 22 are respectively detachably sleeved in the two sleeves 17 of the support assembly 1, and the two ends of the at least one connecting rod 24 are respectively connected to the two sets of rods 22. In the present embodiment, the number of at least one connecting rod 24 is two, wherein the two ends of the connecting rod 24 are pivotally connected to the two sets of rods 22, respectively. Thus, the protective railing 2 can have a use position and a storage position in accordance with changes in the assembled structure. As shown in FIG. 1 , in the use position, the connecting rod 24 is substantially orthogonal to the connecting two sets of rods 22; FIG. 4 is a top view of the protective railing 2 of the construction frame structure 100 of FIG. 1 in a storage position, in the storage position. The connecting rod 24 is substantially parallel to the two sets of rods 22. The storage of the protective railing 2 can greatly reduce the volume of the protective railing 2 to facilitate accommodation and handling.
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 protective railing 2 can also be made of metal. For example, the metal can be a lightweight aluminum alloy, so that the protective railing 2 can be conveniently 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。Referring to FIGS. 1 to 3, in more detail, the two sleeves 17 of the support assembly 1 respectively have a positioning device 172 therein, and the two sets of rods 22 at the two ends of the protection rail 2 respectively have a positioning portion 222 and two positioning portions. The 222 is detachably engaged with the two positioning devices 172, respectively. In the present embodiment, the positioning device 172 includes two elastically connected pins 1721 protruding through the through slots 171 of the outer wall surface of the sleeve 17; the positioning portion 222 of the sleeve 22 includes two through slots 227. When assembled, the sleeve 22 is sleeved downwardly on the outer side of the sleeve 17. 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 22 at the same time. The second of the slots 227, thereby securing the sleeve 22 and the sleeve 17. When the sleeve 22 is removed, 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 the sleeve upward. 22 to exit 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 constructor from accidentally falling into the outside of the support assembly 1 when performing work. In this way, the safety of the 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。Referring to FIGS. 1 to 3, in the embodiment, the construction frame structure 100 further includes two clamps 3. One end of each of the clamps 3 is fixed to the protection rail 2, and the other end is fixed to the two steel beams 91, 92. One of the ones is on the wing 918. In more detail, in the present embodiment, each of the jigs 3 may include one C-clip 32 and a set of rings 34 connected to each other. The collar 34 is slidably sleeved outside the sleeve 22 and allows the clamp 3 to rotate about the outer wall of the sleeve 22 to adjust the position of the collar 34 to the sleeve 22. On the other hand, the C-clip 32 can be clamped to the wing 918 above the steel beams 91, 92, and the C-clip 32 includes a fixed clip 320 and a rotatable clamp 322. The rotatable clip portion 322 is rotatable relative to the fixed clip portion 320 to adjust the position at which the C-clip 32 is fixed to the upper flap 918. The clamp 3 further includes two fixing members 36. The fixing member 36 can be, for example, a screw. The fixing member 36 is used to detachably fix the C-clip 32 and the collar 34 to the upper wing 918 and the collar 34, respectively. When the user adjusts the clamp 3 to the position of the sleeve 17 of the protective rail 2 and the upper 918 of the steel beams 91, 92, the user then fixes the fixing member 36 to the C-clip 32. In this way, the assembly of the jig 3 can be completed. The arrangement of such a clamp 3 enhances the stability of the protective rail 2 to the support assembly 1.
請參照圖5、6,其中圖5係根據本新型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 FIG. 5 and FIG. 6 , wherein FIG. 5 is a perspective 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, and 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 the at least one hook 18 and The hooks 919 on the two steel beams 91, 92. In this way, the construction personnel can be prevented from falling into the gap between the two steel beams 91, 92 and the support assembly 1, thereby greatly improving the safety of the construction.
請參照圖7,其係為根據本新型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。本新型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 top cross-sectional view of a construction frame system 300 lapped to 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 lap jointing 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 One end of the 95 and the third steel beam 96 is connected to the steel column 93 to collectively form a floor. The work frame system 300 includes two construction frame structures 100 of the above-described embodiments and an extension fixture 5. A construction frame structure 100 is overlapped on one side of the first steel beam 94 and one side of the second steel beam 95, and the other construction frame structure 100 is overlapped on the other side of the second steel beam 95 and the third steel beam One side of 96. The two ends of the extension fixing member 5 are respectively connected to the sleeve 22 of the protective railing 2 of the two construction frame structures 100. In addition, the extension fixing member 5 can be fixed to the sleeve 22 of the second protection rail 2 by means of locking and/or socketing.
本新型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,其係根據本新型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 view of a construction frame structure 400 lapped to two steel beams 97 according to still another embodiment of the present invention. In the present embodiment, the steel beam 97 is an H-shaped steel beam, that is, the steel beam 97 has an upper wing 971 and a lower wing 972 on both sides. The protective railing 2 is fixed to one side of the jig 3 of the construction frame structure 400, and the other side of the clamp 3 and the spacer 15 are fixed to the upper wing 971. The opposite sides of the protective railing 2 of the construction frame structure 400 are respectively fixed to the lower wing panel 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 of the present invention can be applied to different types of steel beams, and the structural modification can be performed according to the size and shape of the steel beams.
綜合上述,根據本新型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 frame system and the construction frame structure disclosed in the present invention, the support assembly of the construction frame structure is detachably attached to the two steel beams, and the protection railing is erected on the support assembly. In this way, when the construction personnel stand on the support assembly to carry out the construction work on the steel column, the protective railing can protect the construction personnel to avoid falling. In addition, since the support assembly and the protective railing are all detachable, they can be reused and conveniently carried, and it is not necessary to repeatedly manufacture the spanned wood. Therefore, while increasing safety, it can also reduce time and production costs.
本文中的用語「一」或「一種」係用以敘述本新型之元件及成分。此術語僅為了敘述方便及給予本新型之基本觀念。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 herein to describe the elements and compositions of the present invention. This term is only for the convenience of description and the basic concept of giving this novel. This description is to be construed as inclusive of the singular The term "a" may mean one or more than one when used in conjunction with the word "comprising". In addition, the term "or" in this document 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新型實施例之優點。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" Spatial descriptions such as "higher", "lower", "upper", "above" and "below" 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 that the actual implementation of the structures described herein may be spatially configured in any relative orientation that does not alter the advantages of the present embodiments. For example, in the description of some embodiments, an element provided "on" another element may cover the condition that the preceding element is directly on the latter element (eg, in contact with the latter element entity) and Or a plurality of 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 "substantially", "substantially", "substantial" and "about" are used to describe and consider minor changes. When used in connection with an event or circumstance, the terms may mean that the event or situation clearly occurs and that the event or situation is very similar to what occurs.
以上所述之實施例僅係為說明本新型之技術思想及特點,其目的在使熟習此項技藝之人士能夠瞭解本新型之內容並據以實施,當不能以之限定本新型之專利範圍,依本新型所揭示之精神所作之均等變化或修飾,仍應涵蓋在本新型之專利範圍內。The embodiments described above are only for explaining the technical idea and the features of the present invention, and the purpose of the present invention is to enable those skilled in the art to understand the contents of the present invention and to implement the present invention. Equivalent changes or modifications made in accordance with the spirit of the present invention should still be covered by the scope of the present invention.
1‧‧‧支撐組件1‧‧‧Support components
2‧‧‧防護欄杆 2‧‧‧Protection railings
3‧‧‧夾具 3‧‧‧Clamp
4‧‧‧防護網 4‧‧‧Protective net
5‧‧‧延伸固定件 5‧‧‧Extension fixtures
10‧‧‧搭接部 10‧‧‧ lap joint
11‧‧‧第一板件 11‧‧‧First board
12‧‧‧第二板件 12‧‧‧Second board
13‧‧‧第三板件 13‧‧‧ Third board
14‧‧‧迫緊件 14‧‧‧forced parts
15‧‧‧墊片 15‧‧‧shims
16‧‧‧踏板 16‧‧‧ pedal
17‧‧‧套筒 17‧‧‧Sleeve
18‧‧‧勾具 18‧‧‧Hook
22‧‧‧套桿 22‧‧‧ sets of rods
24‧‧‧連接桿 24‧‧‧ Connecting rod
32‧‧‧C型夾 32‧‧‧C-clip
34‧‧‧套環 34‧‧‧ collar
36‧‧‧固定件 36‧‧‧Fixed parts
91、92‧‧‧鋼樑 91, 92‧‧‧ steel beams
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 beams
100‧‧‧施工架結構 100‧‧‧ construction frame structure
110‧‧‧穿孔 110‧‧‧Perforation
171‧‧‧穿槽 171‧‧‧through slot
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‧‧‧Working frame system
400‧‧‧施工架結構 400‧‧‧ Construction frame structure
912‧‧‧連接部 912‧‧‧Connecting Department
914‧‧‧第一側 914‧‧‧ first side
916‧‧‧第二側 916‧‧‧ second side
918‧‧‧上翼板 918‧‧‧Upper wing
971‧‧‧上翼板 971‧‧‧Upper wing
972‧‧‧下翼板 972‧‧‧lower wing
1721‧‧‧銷 1721‧‧ sales
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係根據本新型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。 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。 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。 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。 圖5係根據本新型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。 圖6係為圖5之施工架結構之仰視示意圖。 圖7係根據本新型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。 圖8係根據本新型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。1 is a perspective view of a construction frame structure lapped to two steel beams according to an embodiment of the present invention. 2 is a plan view showing the first end of the construction frame structure of FIG. 1 overlapping the steel beam. Figure 3 is a schematic view showing the explosion of the first end of the construction frame structure of Figure 1 overlapping the steel beam. Figure 4 is a top plan view showing the protective railing of the construction frame structure of Figure 1 in a stowed state. FIG. 5 is a perspective view of a construction frame structure lapped to two steel beams according to another embodiment of the present invention. Figure 6 is a bottom plan view of the construction frame of Figure 5. 7 is a top plan view of a construction frame system lapped to three phase-connected steel beams in accordance with yet another embodiment of the present invention. FIG. 8 is a perspective view of a construction frame structure lapped to two steel beams according to still another embodiment of the present invention.
Claims (10)
Family
ID=
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI684700B (en) * | 2018-08-10 | 2020-02-11 | 潤弘精密工程事業股份有限公司 | Scaffold system and scaffold structure thereof |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI684700B (en) * | 2018-08-10 | 2020-02-11 | 潤弘精密工程事業股份有限公司 | Scaffold system and scaffold structure thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6205331B2 (en) | Wall tether mounting structure | |
TW201531615A (en) | Bracing device having viewing aperture | |
TWI684700B (en) | Scaffold system and scaffold structure thereof | |
JP5654710B1 (en) | Parent rope support | |
JP6338308B1 (en) | Support | |
US1937608A (en) | Scaffolding | |
TWM570872U (en) | Construction frame system and construction frame structure | |
JP6525690B6 (en) | Temporary scaffolding mounting bracket | |
KR20170013074A (en) | Safety foothold for ship | |
JP2009097149A (en) | Scaffold for column | |
NL1023831C2 (en) | Railing foot, especially for safety railing on building under construction, has clamping device for securing railing to beam or girder | |
KR101707037B1 (en) | A structure for assembled system scaffold and erecting method thereof | |
KR20180107396A (en) | soffit length for fixing beam | |
KR101816700B1 (en) | Apparatus and Method for continuously installing suspension scaffold step board | |
JP6230929B2 (en) | Safety equipment for folded plate roof | |
US2876046A (en) | Scaffold support and its use | |
JP2013124541A5 (en) | ||
JP6581817B2 (en) | Temporary scaffolding skirting fixture | |
KR102027845B1 (en) | Foldable scaffold frame | |
KR101863008B1 (en) | Safe plate for using rectangle scaffold | |
US20040040786A1 (en) | Components for assembling scaffolding system | |
JPH07331862A (en) | Handrail for workbench | |
KR101444369B1 (en) | Apparatus for fixing scaffold | |
JP2020051032A (en) | Assembling work platform | |
JP3211768U (en) | Wall tether support member |