TWI771891B

TWI771891B - Beam plate structure and external inclined support

Info

Publication number: TWI771891B
Application number: TW110103929A
Authority: TW
Inventors: 陳宗龍; 陳俊雄
Original assignee: 昆慶工程有限公司
Priority date: 2021-02-03
Filing date: 2021-02-03
Publication date: 2022-07-21
Also published as: TW202231979A

Abstract

一種樑板結構，包含一包括一底座及一設置於該底座上的樑底模板的樑底支撐單元，及一樑側成型單元。該樑側成型單元包括二與該樑底模板共同界定一樑成型空間的樑側模板組，及至少一可拆離地夾抵該等樑側模板組的外斜撐架組。該至少一外斜撐架組包括二個外斜撐架，及一銜接於該等外斜撐架之間的銜接件。每一外斜撐架包括一靠抵於樑側模板組的外豎抵件、一固定連接於該外豎抵件且斜向下的外斜撐件，及一固定連接於該外豎抵件與該外斜撐件之間的外底連接件。該等外斜撐架能快速地安裝與拆缷，大幅節省施工時的拆裝時間，既而降低危險性。A beam-slab structure includes a beam-bottom support unit including a base and a beam-bottom template arranged on the base, and a beam-side forming unit. The beam-side forming unit includes two beam-side formwork groups defining a beam forming space together with the beam-bottom formwork, and at least one outer diagonal brace group detachably clamped against the beam-side formwork groups. The at least one outer diagonal brace group includes two outer diagonal braces and a connecting piece connected between the outer diagonal braces. Each outer diagonal brace includes an outer vertical abutment against the beam side formwork set, an outer diagonal brace fixedly connected to the outer vertical abutment and obliquely downward, and a fixed connection to the outer vertical abutment The outsole connecting piece with the outer diagonal strut. These external inclined braces can be quickly installed and dismantled, which greatly saves the disassembly and assembly time during construction, thereby reducing the risk.

Description

樑板結構及外斜撐架Beam plate structure and external inclined support

本發明是有關於一種樑板結構，特別是指一種適用於設置在一支撐架上以供灌注一固化後為一橫樑的混凝土的樑板結構，及一外斜撐架。The present invention relates to a beam-slab structure, in particular to a beam-slab structure suitable for setting on a support frame for pouring a concrete that is solidified into a beam, and an external inclined brace.

目前建構一建築物，通常先於一基地架設多支直立的立柱，再於該基地的立柱之間搭設向上延伸的支撐架，並於該支撐架上方裝設調整座已調整水平高度。之後，於格柵上方鋪設樑底模板及側板，其中，每一樑底模板的二長側各設有一側板，用以共同形成一用於灌漿以形成一橫樑的樑成型空間。At present, when constructing a building, a plurality of upright columns are usually erected on a base, and then an upwardly extending support frame is erected between the columns of the base, and an adjustment seat is installed above the support frame to adjust the level. Afterwards, a beam bottom formwork and side plates are laid over the grid, wherein each of the two long sides of each beam bottom formwork is provided with a side plate to jointly form a beam forming space for grouting to form a beam.

該等側板是利用多支間隔的螺桿連接於該樑底模板的二長側。並待混凝土固化之後，再將該等側板及該樑底模板拆卸下下來。由於所述螺桿已埋設在固化的該橫樑裡面，所以是將所述螺桿之突出於該橫樑的部分切除。The side plates are connected to the two long sides of the beam bottom formwork by means of a plurality of spaced screws. After the concrete is cured, the side panels and the beam bottom formwork are removed. Since the screw rod has been embedded in the solidified beam, the part of the screw rod protruding from the beam is cut off.

因此，在施工過程中，人員需在支撐架上方才能裝設螺桿與切除所述螺桿的突出部分。故目前施工人員在高空中作業的時間長，且繁雜度仍然很高，危險性也高。Therefore, in the construction process, personnel need to be above the support frame to install the screw rod and cut off the protruding part of the screw rod. Therefore, at present, construction workers work at high altitude for a long time, and the complexity is still very high, and the danger is also high.

因此，如何簡化施工程序，降低高空作業時間，為所屬技術領域的研究人員積極研究的目標之一。Therefore, how to simplify construction procedures and reduce working time at heights is one of the active research goals of researchers in the technical field.

因此，本發明之其中一目的，即在提供一種至少能夠克服先前技術的缺點的樑板結構。Therefore, one of the objectives of the present invention is to provide a beam-slab structure that can at least overcome the disadvantages of the prior art.

於是，本發明樑板結構，適用於設置於一支撐架，並包含一樑底支撐單元，及一樑側成型單元。Therefore, the beam-slab structure of the present invention is suitable for being arranged on a support frame, and includes a beam bottom supporting unit and a beam side forming unit.

該樑底支撐單元包括一適用於設置於該支撐架上的底座，及一設置於該底座上且沿一長向方向延伸的樑底模板。The beam bottom supporting unit includes a base suitable for being disposed on the support frame, and a beam bottom formwork disposed on the base and extending along a longitudinal direction.

該樑側成型單元包括二可拆離地分別設置於該樑底模板的二長側且與該樑底模板共同界定一沿該長向方向延伸的樑成型空間的樑側模板組，及至少一可拆離地夾抵該等樑側模板組的外斜撐架組。該至少一外斜撐架組包括二個外斜撐架，及一沿一橫交於該長向方向的橫交方向延伸且銜接於該等外斜撐架之間的銜接件。每一外斜撐架包括一靠抵於各自的樑側模板組且可拆離地連接該銜接件的外豎抵件、一固定地連接於該外豎抵件且往反向於該等樑側模板組地斜向下延伸的外斜撐件，及一固定地連接於該外豎抵件與該外斜撐件之間且放置於該底座的外底連接件。The beam-side forming unit includes two beam-side formwork sets detachably disposed on the two long sides of the beam bottom formwork and defining a beam forming space extending along the longitudinal direction together with the beam bottom formwork, and at least one beam-side formwork set. Removably clamped against the outer diagonal bracket groups of the beam side formwork groups. The at least one outer diagonal brace group includes two outer diagonal braces, and a connecting piece extending along a transverse direction transverse to the longitudinal direction and connected between the outer diagonal braces. Each outer diagonal brace includes an outer vertical abutment that abuts against the respective beam side formwork set and is detachably connected to the connecting piece, and an outer vertical abutment that is fixedly connected to the outer vertical abutment and is opposite to the beams An outer diagonal support member extending obliquely downward from the side formwork set, and an outer bottom connecting member fixedly connected between the outer vertical abutting member and the outer diagonal support member and placed on the base.

因此，本發明之另一目的，即在提供一種至少能夠克服先前技術的缺點的外斜撐架。Therefore, another object of the present invention is to provide an outer diagonal brace that can at least overcome the disadvantages of the prior art.

於是，本發明外斜撐架，適用於一樑板結構。該樑板結構包括一底座，一設置於該底座上的樑底模板，及二分別位於該樑底模板二側的樑側模板組。Therefore, the external inclined brace of the present invention is suitable for a beam-slab structure. The beam-slab structure includes a base, a beam bottom formwork set on the base, and two beam side formwork sets respectively located on two sides of the beam bottom formwork.

該外斜撐架包含一適用於靠抵於其中一樑側模板組的外豎抵件、一自該外豎抵件頂側斜向下延伸的外斜撐件，及一外底連接件。該外底連接件適用於放置於該底座，且固定地連接於該外豎抵件與該外斜撐件之間。The outer diagonal support frame includes an outer vertical abutting member suitable for abutting against one of the beam side formwork sets, an outer diagonal supporting member extending obliquely downward from the top side of the outer vertical abutting member, and an outer bottom connecting member. The outsole connecting piece is suitable for being placed on the base, and is fixedly connected between the outer vertical abutting piece and the outer diagonal strut.

本發明之功效在於：利用該至少一外斜撐架組的設計，使該等外斜撐架能快速地靠抵並固定該等樑側模板組的位置，並在拆缷該樑板結構時，只要將該等外斜撐架與該銜接件分離即可，不需再切除部分螺桿，大幅節省施工時間，既而降低施工在高空停留的時間與危險性。此外，每一個外斜撐架可直接重複使用，非常方便。The effect of the present invention lies in: utilizing the design of the at least one outer inclined bracket group, the outer inclined brackets can quickly abut against and fix the positions of the beam side formwork groups, and when dismantling the beam-slab structure , as long as the external inclined brackets are separated from the connecting piece, there is no need to cut off part of the screw, which greatly saves the construction time and reduces the time and danger of construction at high altitudes. In addition, each outer diagonal brace can be directly reused, which is very convenient.

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1至圖3，本發明樑板結構之一第一實施例，適用於設置於一支撐架91頂側，並適用於綑紮鋼筋及灌注一混凝土漿。待該混凝土漿固化後形成一混凝土橫樑92。該實施例包含一樑底支撐單元1，及一樑側成型單元2。Referring to FIGS. 1 to 3 , a first embodiment of the beam-slab structure of the present invention is suitable for being disposed on the top side of a support frame 91 , and suitable for tying steel bars and pouring a concrete slurry. After the concrete slurry is cured, a concrete beam 92 is formed. This embodiment includes a beam bottom supporting unit 1 and a beam side forming unit 2 .

該支撐架91包括至少一具有多個彼此連接的支撐桿912的支撐組911。於本實施例的其他變化態樣中，適用於該樑板結構的該支撐架91能包括多個上下疊置的所述支撐組911，且該樑板結構設置於最上方的支撐組911的頂側。該等支撐組911在施工時的疊置方式為由上往下層疊。如此一來，施工人員無需於支撐架上方作業，降低施工人員於高空作業的時間，進而降低風險。The support frame 91 includes at least one support group 911 having a plurality of support rods 912 connected to each other. In other variations of this embodiment, the support frame 91 suitable for the beam-slab structure can include a plurality of the support groups 911 stacked on top of each other, and the beam-slab structure is disposed on the uppermost support group 911 . top side. The stacking method of the support groups 911 during construction is from top to bottom. In this way, construction personnel do not need to work above the support frame, which reduces the time for construction personnel to work at high altitudes, thereby reducing risks.

該樑底支撐單元1包括一適用於設置於該支撐架91上的底座11，及一設置於該底座11頂側且沿一長向方向L前後延伸的樑底模板12。The beam bottom support unit 1 includes a base 11 suitable for being disposed on the support frame 91 , and a beam bottom formwork 12 disposed on the top side of the base 11 and extending back and forth along a longitudinal direction L.

該底座11包括多支沿一水平橫交於該長向方向L的橫向方向T延伸且沿該長向方向L間隔排列的樑件111，及多個設置於該樑件111上且沿該長向方向L延伸的木製墊條112 (又稱「角材」)。該等樑件111可為「C」形或「H」形的角鋼，該等樑件111也可由其他具有預定結構強度的材質構成，例如：木製樑件。該樑底模板12釘合於該等木製墊條112頂側而設置於該底座11上。該樑底模板12具有沿該長向方向L延伸的底模板長側121。該底座11的該等樑件111的左右二端部自該樑底模板12外露出來。The base 11 includes a plurality of beams 111 extending along a transverse direction T horizontally transverse to the longitudinal direction L and arranged at intervals along the longitudinal direction L, and a plurality of beams 111 disposed on the beams 111 and extending along the longitudinal direction L A wooden spacer 112 (also called "angle bar") extending in the direction L. The beams 111 can be "C"-shaped or "H"-shaped angle steels, and the beams 111 can also be made of other materials with predetermined structural strength, such as wooden beams. The beam bottom formwork 12 is nailed to the top side of the wooden spacers 112 and disposed on the base 11 . The beam bottom formwork 12 has a bottom formwork long side 121 extending along the longitudinal direction L. As shown in FIG. The left and right ends of the beams 111 of the base 11 are exposed from the beam bottom formwork 12 .

該樑側成型單元2包括二可拆離地分別設置於該樑底模板12的二底模板長側121的樑側模板組21，及多個沿該長向方向L前後間隔排列且可拆離地夾抵該等樑側模板組21的外斜撐架組3。The beam-side forming unit 2 includes two beam-side formwork groups 21 detachably disposed on the long sides 121 of the two bottom form-forms of the beam bottom formwork 12 respectively, and a plurality of beam-side formwork groups 21 that are spaced back and forth along the longitudinal direction L and are detachable The outer diagonal brace group 3 of the beam side formwork group 21 is clamped to the ground.

每一樑側模板組21包括一沿該長向方向L延伸的樑側模板211，及多個背撐件212。該樑側模板211具有一反向於另一樑側模板組21的一外側面213。該等背撐件212沿該長向方向L延伸且上下排列，並釘合於該樑側模板211的外側面213。該樑底模板12與該等樑側模板組21的樑側模板211共同界定一沿該長向方向L延伸的樑成型空間20。該樑成型空間20適用於形成該混凝土橫樑92。Each beam-side formwork set 21 includes a beam-side formwork 211 extending along the longitudinal direction L, and a plurality of back braces 212 . The beam-side formwork 211 has an outer side surface 213 opposite to the other beam-side formwork set 21 . The back braces 212 extend along the longitudinal direction L and are arranged up and down, and are fastened to the outer side surface 213 of the beam side formwork 211 . The beam bottom formwork 12 and the beam side formwork 211 of the beam side formwork sets 21 together define a beam forming space 20 extending along the longitudinal direction L. The beam forming space 20 is suitable for forming the concrete beam 92 .

參閱圖1、圖2及圖4，每一外斜撐架組3設置於各自的樑件111，並包括二個分別位於該等樑側模板組21外側且設置於各自的該樑件111的左右二端部的外斜撐架31，及二沿該橫交方向T延伸並銜接於該等外斜撐架31之間且在垂直方向上下排列的銜接件32。Referring to FIGS. 1 , 2 and 4 , each outer diagonal brace group 3 is disposed on the respective beam member 111 , and includes two beam side formwork groups 21 respectively located outside and disposed on the respective beam members 111 . The outer diagonal braces 31 at the left and right ends, and two connecting pieces 32 extending along the transverse direction T and connected between the outer diagonal braces 31 and arranged up and down in the vertical direction.

每一外斜撐架31以金屬材質製成且概呈三角形，並包括一可拆離地靠抵於對應的該樑側模板組21的背撐件212的外豎抵件311、一固定地銲接於該外豎抵件311頂部且往反向於該等樑側模板組21地斜向下向外延伸的外斜撐件312，及一固定地銲接於該外豎抵件311底部與該外斜撐件312底部之間的外底連接件313。Each outer diagonal brace 31 is made of metal material and is generally triangular in shape, and includes an outer vertical abutting member 311 detachably abutting against the backing member 212 of the corresponding beam-side formwork group 21 , a fixed An outer diagonal brace 312 welded to the top of the outer vertical abutment member 311 and extending obliquely downward and outward in the opposite direction to the beam side formwork sets 21, and an outer diagonal support member 312 fixedly welded to the bottom of the outer vertical abutment member 311 and the Outsole connecting pieces 313 between the bottoms of the outer diagonal braces 312 .

在每一外斜撐架31中，該外豎抵件311為一「C」型角鋼，並具有二個沿該橫向方向T延伸且垂直上下排列並位於該底座11下方的貫孔314。該外斜撐件312為一「L」型角鋼，並利用其中一平坦的表面與該外豎抵件311及該外底連接件313銲接在一起。該外底連接件313為一「L」型角鋼，可移離地跨置於該底座11之對應的該樑件111上，並具有一放置於對應的該該樑件111的底長條板315，及一自該底長條板315的長側往下延伸的底延伸條板316。於本實施例的其他變化態樣中，該外豎抵件311也可以但不限於是一「L」型角鋼、一「口」型方鋼，或一「圓」型鋼管，或該外底連接件313可為一跨置於該底座11之對應的該樑件111上的「C」型角鋼。In each outer diagonal brace 31 , the outer vertical abutment member 311 is a “C”-shaped angle steel, and has two through holes 314 extending along the transverse direction T and vertically arranged up and down and located below the base 11 . The outer bracing member 312 is an "L"-shaped angle steel, and is welded with the outer vertical abutting member 311 and the outer bottom connecting member 313 using one of the flat surfaces. The outsole connecting member 313 is an “L”-shaped angle steel, which can detachably straddle the corresponding beam member 111 of the base 11 , and has a bottom long strip placed on the corresponding beam member 111 . 315 , and a bottom extension strip 316 extending downward from the long side of the bottom strip 315 . In other variations of this embodiment, the outer vertical abutment member 311 can also be, but is not limited to, an "L"-shaped angle steel, a "mouth"-shaped square steel, a "round"-shaped steel pipe, or the outer bottom. The connecting member 313 can be a “C”-shaped angle steel that spans over the corresponding beam member 111 of the base 11 .

每一銜接件32為一螺桿，分別穿過該等外斜撐架31的外豎抵件311的對應的貫孔314，並利用多個分別為螺母的固定件33螺鎖於該等外豎抵件311，而位於該底座11下方。利用該等固定件33，可調整位於每一銜接件32二端部之該等外斜撐架31的間距。Each connecting piece 32 is a screw rod, passing through the corresponding through holes 314 of the outer vertical abutting pieces 311 of the outer diagonal braces 31 respectively, and is screwed to the outer vertical pieces 33 by a plurality of fixing pieces 33 which are nuts respectively. The abutting member 311 is located below the base 11 . By using the fixing pieces 33 , the distance between the outer diagonal braces 31 located at the two ends of each connecting piece 32 can be adjusted.

於本實施例的其他變化態樣中，每一外斜撐架31的外豎抵件311的貫孔314數量可為一個、三個等，每一銜接件32的數量能對應該外豎抵件311的貫孔314的數量。In other variations of this embodiment, the number of the through holes 314 of the outer vertical abutment member 311 of each outer diagonal bracket 31 may be one, three, etc. The number of through holes 314 of the member 311 .

要注意的是，所述外斜撐架組3的數目不限於多個，依實際需求，例如該混凝土橫樑92相對較短時，所述外斜撐架組3的數目也可以是一個。It should be noted that the number of the outer diagonal brace groups 3 is not limited to a plurality. According to actual requirements, for example, when the concrete beam 92 is relatively short, the number of the outer diagonal brace groups 3 may also be one.

參閱圖5，於本實施例的其他變化態樣中，該支撐架91也能包括多個設置於該樑底支撐單元1底側的調高件913。每一調高件913連接於最底部的該支撐組底端，並共同配合地調整高度，以對應地調整位於其上方的樑底模板12的高度與水平。或可選擇地，該支撐架91可包括多個所述支撐組911(如圖2)，及連接於所述支撐組911的所述調高件913。Referring to FIG. 5 , in other variations of this embodiment, the support frame 91 can also include a plurality of height-adjusting members 913 disposed on the bottom side of the beam bottom support unit 1 . Each height-adjusting member 913 is connected to the bottom end of the support group at the bottom, and adjusts the height together to adjust the height and level of the beam bottom formwork 12 located above it accordingly. Alternatively, the support frame 91 may include a plurality of the support groups 911 (as shown in FIG. 2 ), and the height-adjusting members 913 connected to the support groups 911 .

參閱圖6，為本發明樑板結構的一第二實施例，該第二實施例與該第一實施例相似，其不同處在於，每一樑側模板組21還包括一為木製且釘靠於該等背撐件212之反向於該樑側模板211的加強支撐件214。每一外斜撐架組3的該等外斜撐架31的外豎抵件311靠抵於對應的加強支撐件214。Referring to FIG. 6 , it is a second embodiment of the beam-slab structure of the present invention. The second embodiment is similar to the first embodiment, except that each beam side formwork group 21 further includes a Reinforcing supports 214 on the back supports 212 opposite to the beam side formwork 211 . The outer vertical abutting members 311 of the outer diagonal braces 31 of each outer diagonal brace group 3 abut against the corresponding reinforcing support member 214 .

綜上所述，本發明樑板結構，利用每一外斜撐架組3的該等外斜撐架31的設計，由於在每一外斜撐架31中，該外豎抵件311、該外斜撐件312及該外底連接件313是固定地焊接在一起，而能在架設該樑板結構時，直接將該等外斜撐架31整體直接裝設與拆缷，不需在高空作業切除螺桿的突出部分，有效降低高空作業的危險性，並提升施工效率。除此之外，在每一外斜撐架組3中，是利用所述銜接件32連接該等外斜撐架31，而能快速且簡易地調整該等外斜撐架31的間距與裝缷。另一方面，該等外斜撐架31還能在之後架設另一樑板結構時重複使用。故確實能達成本發明之目的。To sum up, the beam-slab structure of the present invention utilizes the design of the outer diagonal braces 31 of each outer diagonal brace group 3 . The outer diagonal braces 312 and the outsole connecting member 313 are fixedly welded together, so that when the beam-slab structure is erected, the outer diagonal braces 31 can be directly installed and dismantled as a whole, without the need for high altitude The operation cuts off the protruding part of the screw, which effectively reduces the risk of high-altitude operations and improves the construction efficiency. In addition, in each outer diagonal brace set 3, the connecting pieces 32 are used to connect the outer diagonal braces 31, so that the spacing and installation of the outer diagonal braces 31 can be quickly and easily adjusted. reckless. On the other hand, the outer diagonal braces 31 can also be reused when another beam-slab structure is erected later. Therefore, the purpose 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. All simple equivalent changes and modifications made according to the scope of the application for patent of the present invention and the contents of the patent specification are still within the scope of the present invention. within the scope of the invention patent.

1:樑底支撐單元 11:底座 111:樑件 112:墊條 12:樑底模板 121:底模板長側 2:樑側成型單元 21:樑側模板組 211:樑側模板 212:背撐件 213:外側面 214:加強支撐件 20:樑成型空間 3:外斜撐架組 31:外斜撐架 311:外豎抵件 312:外斜撐件 313:外底連接件 314:貫孔 315:底長條板 316:底延伸條板 32:銜接件 33:固定件 91:支撐架 911:支撐組 912:支撐桿 913:調高件 92:混凝土橫樑 L:長向方向 T:橫交方向 1: Beam bottom support unit 11: Base 111: Beam pieces 112: Gasket 12: Beam bottom formwork 121: Bottom formwork long side 2: Beam side forming unit 21: Beam side formwork group 211: Beam Side Formwork 212: Back support 213: outer side 214: Reinforcing supports 20: Beam forming space 3: External diagonal brace group 31: External diagonal brace 311: Outer vertical contact piece 312: Outer diagonal brace 313: Outsole connector 314: Through hole 315: Bottom strip 316: Bottom extension slats 32: Connectors 33: Fixtures 91: Support frame 911: Support Group 912: Support rod 913: Heightening Pieces 92: Concrete beam L: Long direction T: cross direction

本發明之其他的特徵及功效，將於參照圖式的實施方式中清楚地呈現，其中：圖1是一立體圖，說明本發明樑板結構的一第一實施例；圖2是一剖視圖，說明該實施例；圖3是一立體圖，說明該實施例的一樑底支撐單元適用於設置於一支撐架；圖4是一立體分解圖，說明該實施例的一外斜撐架組；圖5是一剖視圖，說明該支撐架包括多個調高件；及圖6是一立體圖，說明本發明樑板結構的一第二實施例。 Other features and effects of the present invention will be clearly presented in the embodiments with reference to the drawings, wherein: 1 is a perspective view illustrating a first embodiment of the beam-slab structure of the present invention; Figure 2 is a cross-sectional view illustrating this embodiment; 3 is a perspective view illustrating that a beam bottom support unit of this embodiment is suitable for being disposed on a support frame; Figure 4 is an exploded perspective view illustrating an outer diagonal brace group of this embodiment; Figure 5 is a cross-sectional view illustrating that the support frame includes a plurality of height-adjusting members; and 6 is a perspective view illustrating a second embodiment of the beam-slab structure of the present invention.

1:樑底支撐單元 1: Beam bottom support unit

11:底座 11: Base

111:樑件 111: Beam pieces

112:樑底支撐件 112: Beam bottom support

12:樑底模板 12: Beam bottom formwork

2:樑側成型單元 2: Beam side forming unit

21:樑側模板組 21: Beam side formwork group

211:樑側模板 211: Beam Side Formwork

212:背撐件 212: Back support

213:外側面 213: outer side

20:樑成型空間 20: Beam forming space

3:外斜撐架組 3: External diagonal brace group

31:外斜撐架 31: External diagonal brace

311:外豎抵件 311: Outer vertical contact piece

312:外斜撐件 312: Outer diagonal brace

313:外底連接件 313: Outsole connector

315:底長條板 315: Bottom strip

32:銜接件 32: Connectors

33:固定件 33: Fixtures

91:支撐架 91: Support frame

911:支撐組 911: Support Group

912:支撐桿 912: Support rod

L:長向方向 L: Long direction

T:橫交方向 T: cross direction

Claims

一種樑板結構，適用於設置於一支撐架，並包含：一樑底支撐單元，包括一適用於設置於該支撐架上的底座，及一設置於該底座上且沿一長向方向延伸的樑底模板；及一樑側成型單元，包括二可拆離地分別設置於該樑底模板的二長側且與該樑底模板共同界定一沿該長向方向延伸的樑成型空間的樑側模板組，及至少一可拆離地夾抵該等樑側模板組的外斜撐架組，該至少一外斜撐架組包括二個外斜撐架，及至少一沿一橫交於該長向方向的橫交方向延伸且銜接於該等外斜撐架之間的銜接件，每一外斜撐架包括一靠抵於各自的樑側模板組且可拆離地連接該銜接件的外豎抵件、一銲接於該外豎抵件且往反向於該等樑側模板組地斜向下延伸的外斜撐件，及一銲接該外豎抵件與該外斜撐件且放置於該底座的外底連接件，其中，每一外斜撐架的該外豎抵件具有至少一沿該橫交方向延伸的貫孔，該至少一銜接件穿過該等外豎抵件的貫孔，並位於該底座下方，該至少一銜接件螺鎖於該等外豎抵件，用以調整該等外斜撐架的間距。 A beam-slab structure, suitable for being arranged on a support frame, and comprising: a beam bottom support unit, including a base suitable for being arranged on the support frame, and a base plate arranged on the base and extending along a longitudinal direction a beam bottom formwork; and a beam side forming unit, including two beam sides detachably disposed on the two long sides of the beam bottom formwork and defining a beam forming space extending along the longitudinal direction together with the beam bottom formwork Formwork set, and at least one outer diagonal brace set detachably clamped against the beam side formwork sets, the at least one external diagonal brace set includes two external diagonal braces, and at least one along a transverse direction of the The cross direction of the longitudinal direction extends and is connected to the connecting piece between the outer diagonal braces, each outer diagonal brace includes a detachable connecting piece abutting against the respective beam side formwork set and connecting the connecting piece. an outer vertical abutment piece, an outer diagonal support piece welded to the outer vertical abutment piece and extending obliquely downwards opposite to the beam side formwork sets, and an outer diagonal support piece welded to the outer vertical abutment piece and the outer diagonal support piece and The outsole connector placed on the base, wherein the outer vertical abutting member of each outer diagonal support frame has at least one through hole extending along the transverse direction, and the at least one connecting member passes through the outer vertical abutting members The through hole is located below the base, and the at least one connecting piece is screwed to the outer vertical abutting pieces for adjusting the spacing of the outer diagonal braces.

如請求項1所述的樑板結構，其中，該樑側成型單元包括多個沿該長向方向間隔排列的外斜撐架組。 The beam-slab structure according to claim 1, wherein the beam-side forming unit comprises a plurality of outer diagonal brace groups arranged at intervals along the longitudinal direction.

如請求項1所述的樑板結構，其中，該樑側成型單元的每一樑側模板組包括一沿該長向方向延伸的樑側模板，及多個沿該長向方向延伸且連接於該樑側模板之反向於另一樑側模板組的一外側面的背撐件，每一外斜撐架靠置於對應的背撐件。 The beam-slab structure according to claim 1, wherein each beam-side formwork group of the beam-side forming unit comprises a beam-side formwork extending along the longitudinal direction, and a plurality of beam-side formwork extending along the longitudinal direction and connected to The opposite side of the beam side formwork to the other beam A back support member on an outer side of the side formwork group, and each outer inclined support frame rests on the corresponding back support member.

如請求項2所述的樑板結構，其中，該樑底支撐單元的該底座包括多支沿該長向方向排列的樑件，每一樑底支撐件供各自的外斜撐架組的外斜撐架的該二外底連接件可移離地設置於其上。 The beam-slab structure according to claim 2, wherein the base of the beam bottom support unit comprises a plurality of beam members arranged along the longitudinal direction, and each beam bottom support member is used for the external support of the respective outer inclined bracket group. The two outsole connecting pieces of the diagonal brace are detachably disposed thereon.

如請求項4所述的樑板結構，其中，每一外斜撐架的該外底連接件選自於一「L」型角鋼及一「C」型角鋼，且跨置於對應的樑件上，每一外斜撐架以金屬製成，該外豎抵件、該外斜撐件及該外底連接件固定地銲接在一起。 The beam-slab structure of claim 4, wherein the outsole connecting member of each outer diagonal brace is selected from an "L"-shaped angle steel and a "C"-shaped angle steel, and spans the corresponding beam member Above, each outer diagonal support frame is made of metal, and the outer vertical abutment piece, the outer diagonal support piece and the outsole connecting piece are fixedly welded together.

如請求項1所述的樑板結構，其中，每一外斜撐架的該外豎抵件具有多個所述貫孔，該至少一外斜撐架組包括多支所述銜接件，每一銜接件穿過該等外斜撐架的外豎抵件的各自的貫孔。 The beam-slab structure of claim 1, wherein the outer vertical abutment member of each outer diagonal support frame has a plurality of the through holes, and the at least one outer diagonal support frame group includes a plurality of the connecting members, each of which is supported by the connecting member. A connecting piece passes through the respective through holes of the outer vertical abutting pieces of the outer diagonal braces.

一種外斜撐架，適用於可移離地放置於一底座，及靠置於一樑側模板組，並適用於至少一銜接件，該外斜撐架包含：一外豎抵件，適用於靠抵於該樑側模板組；一外斜撐件，銲接於該外豎抵件並自該外豎抵件斜向下延伸；及一外底連接件，適用於放置於該底座且銲接該外豎抵件與該外斜撐件，其中，該外豎抵件之鄰近該底座的底側具有至少一適用於供該至少一銜接件穿設的貫孔。 An external diagonal brace is suitable for being detachably placed on a base, leaning against a beam side formwork group, and suitable for at least one connecting piece. The external diagonal bracing comprises: an external vertical abutting piece suitable for abutting against the beam side formwork set; an outer diagonal bracing piece welded to the outer vertical abutting piece and extending obliquely downward from the outer vertical abutting piece; and an outer bottom connecting piece suitable for placing on the base and welding the The outer vertical abutment piece and the outer diagonal support piece, wherein the bottom side of the outer vertical abutment piece adjacent to the base has at least one through hole suitable for the at least one connecting piece to pass through.

如請求項7所述的外斜撐架，其中，該外斜撐架以金屬材質製成，該外底連接件選自於一「L」型角鋼及一「C」型角鋼，該外豎抵件、該外斜撐件及該外底連接件固定地銲接在一起。 The outer diagonal brace according to claim 7, wherein the outer diagonal brace is made of metal material The outsole connecting piece is selected from an "L"-shaped angle steel and a "C"-shaped angle steel, and the outer vertical abutment piece, the outer diagonal support piece and the outsole connecting piece are fixedly welded together.