TWI518230B - Lining plate - Google Patents
Lining plate Download PDFInfo
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- TWI518230B TWI518230B TW101124804A TW101124804A TWI518230B TW I518230 B TWI518230 B TW I518230B TW 101124804 A TW101124804 A TW 101124804A TW 101124804 A TW101124804 A TW 101124804A TW I518230 B TWI518230 B TW I518230B
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- protrusion
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C5/00—Pavings made of prefabricated single units
- E01C5/22—Pavings made of prefabricated single units made of units composed of a mixture of materials covered by two or more of groups E01C5/008, E01C5/02 - E01C5/20 except embedded reinforcing materials
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C9/00—Special pavings; Pavings for special parts of roads or airfields
- E01C9/08—Temporary pavings
- E01C9/083—Temporary pavings made of metal, e.g. plates, network
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Metal Rolling (AREA)
Description
本發明主要是有關於一種用於土木建設領域的連結H型鋼(H-section steel)而構成的襯板(lining plate)。 The present invention is mainly directed to a lining plate constructed by joining H-section steels for use in the field of civil engineering construction.
襯板被用於市區等的地下工程時、構築用以確保工程空間上方的交通的安裝地基、安裝地板等時。圖9表示該襯板的一例,圖示的襯板將多根H型鋼1並列配置而焊接凸緣端部4,附上側板3後,構成為具備厚度的平面長方形,且藉由橫肋(cross rib)13而加強。 When the lining is used for underground work such as an urban area, a floor is installed to secure traffic above the work space, and a floor is installed. Fig. 9 shows an example of the lining plate. The lining plate is arranged such that a plurality of H-shaped steels 1 are arranged side by side to weld the flange end portion 4, and after the side plate 3 is attached, it is configured to have a flat rectangular shape with a thickness and by a transverse rib ( Cross rib) 13 and strengthened.
一般而言,作為襯板的功能,要求(1)對車輛通行的耐負載力、耐久性,(2)用以藉由車輛的輪胎而產生推進力的表面摩擦阻力,(3)降低車輛通行時的噪音、振動,而為了滿足上述(1)的功能,在鋼性襯板中,規定了用作構件的H型鋼的尺寸或焊接部的規格、側板或橫肋的尺寸。 In general, as a function of the lining, (1) load resistance and durability against the passage of the vehicle, (2) surface friction resistance for generating propulsion by the tire of the vehicle, and (3) reduction of vehicle traffic. In order to satisfy the function of the above (1), the size of the H-shaped steel used as the member, the size of the welded portion, and the size of the side plate or the lateral rib are specified in the steel liner.
專利文獻1中記載了如下的襯板,即,在構成襯板的H型鋼的凸緣部外表面設置突起形狀,在其背面安裝內部具有氣泡的橡膠材料等的具有防振功能及吸音功能的背面材料,且滿足上述(2)、(3)的功能。H型鋼的凸緣部外表面的突起21的形狀如圖8所示,成為H型鋼長度方向及H型鋼長度直角方向的格子狀的形狀。與有軌道的鐵道等不同,必須設想汽車向各個方向前進,因而突起形狀以滑動摩擦阻力在所有方向上有效的方式來設定。 Patent Document 1 describes a lining plate in which a projection shape is provided on the outer surface of the flange portion of the H-shaped steel constituting the lining, and a rubber material having air bubbles inside is attached to the back surface thereof to have an anti-vibration function and a sound absorbing function. The back material and the functions of (2) and (3) above are satisfied. As shown in Fig. 8, the shape of the projection 21 on the outer surface of the flange portion of the H-section steel is a lattice-like shape in the longitudinal direction of the H-shaped steel and the longitudinal direction of the H-shaped steel. Unlike rails with rails, etc., it is necessary to assume that the car advances in all directions, and thus the shape of the projections is set in such a manner that the sliding frictional resistance is effective in all directions.
[專利文獻1]日本專利特開平7-247506號公報 [Patent Document 1] Japanese Patent Laid-Open No. Hei 7-247506
[專利文獻2]日本專利特開昭62-107802號公報 [Patent Document 2] Japanese Patent Laid-Open No. 62-107802
然而,因應下雨時的滑動摩擦阻力性能提高或噪音、振動對策的要求級別的提高,多在表面突起上藉由樹脂系材料或瀝青材料等而塗覆表面塗層(coating)。 However, in order to improve the sliding frictional resistance performance at the time of raining or to improve the level of noise and vibration countermeasures, surface coating is often applied to the surface protrusions by a resin material or a pitch material.
圖8所示的格子狀的突起形狀被認為在表面塗層的固著方面發揮著重要作用,但其原本是以直接露出為前提來設定的,並非設想適用表面塗層而決定者。先前技術的格子狀的突起形狀是沿2個方向形成著突起,因而至少需要2種壓延輥,從而壓延道次(rolling pass)數亦必須為2次以上。(圖7) The lattice-shaped projection shape shown in Fig. 8 is considered to play an important role in fixing the surface coating layer. However, it is originally set on the premise of direct exposure, and it is not determined to be applied to the surface coating layer. In the prior art lattice-like projection shape, projections are formed in two directions, so that at least two types of calender rolls are required, and the number of rolling passes must be two or more. (Figure 7)
因此,本發明的目的在於提供一種提高表面塗層的固著性、且加工成本比先前有所降低的具有外表面突起形狀的襯板(lining plate)。 Accordingly, it is an object of the present invention to provide a lining plate having an outer surface protrusion shape which improves the fixing property of the surface coating layer and has a lower processing cost than previously.
本發明的課題利用以下的手段而可達成。 The problem of the present invention can be achieved by the following means.
1.一種襯板,是將剖面形狀相同的多根H型鋼以凸緣外表面的高度與長度方向對齊連結而成,其特徵在於:上述H型鋼在凸緣外表面沿一方向形成著條紋狀突起。 A lining plate in which a plurality of H-shaped steels having the same cross-sectional shape are aligned and connected in a height direction and a longitudinal direction of the outer surface of the flange, wherein the H-shaped steel is formed in a stripe shape in one direction on the outer surface of the flange. Protrusion.
2.一種襯板,是將剖面形狀相同的多根H型鋼以凸緣 外表面的高度與長度方向對齊連結而成,上述襯板的特徵在於:上述H型鋼在凸緣外表面沿長度方向形成著條紋狀突起。 2. A lining plate with flanges of a plurality of H-shaped steels having the same cross-sectional shape The height of the outer surface is aligned with the longitudinal direction, and the lining plate is characterized in that the H-shaped steel has a stripe-like projection formed on the outer surface of the flange in the longitudinal direction.
3.一種襯板,是將剖面形狀相同的多根H型鋼以凸緣外表面的高度與長度方向對齊連結而成,上述襯板的特徵在於:將在凸緣外表面沿長度方向形成著條紋狀突起的H型鋼與在凸緣外表面沿與長度方向成直角的方向形成著條紋狀突起的H型鋼交替連結。 A lining plate in which a plurality of H-shaped steels having the same cross-sectional shape are formed by aligning the heights of the outer surface of the flange with the longitudinal direction, and the lining plate is characterized in that stripes are formed along the longitudinal direction of the outer surface of the flange. The H-shaped steel having the projections is alternately connected to the H-shaped steel having the stripe-like projections formed on the outer surface of the flange at right angles to the longitudinal direction.
4.一種襯板,是將剖面形狀相同的多根H型鋼以凸緣外表面的高度與長度方向對齊連結而成,上述襯板的特徵在於:將在凸緣外表面沿長度方向形成著條紋狀突起的H型鋼與凸緣外表面無突起的H型鋼交替連結。 A lining plate in which a plurality of H-shaped steels having the same cross-sectional shape are formed by aligning the heights of the outer surface of the flange with the longitudinal direction, and the lining plate is characterized in that stripes are formed on the outer surface of the flange along the longitudinal direction. The H-shaped steel of the protrusion is alternately connected to the H-shaped steel having no protrusion on the outer surface of the flange.
5.一種襯板,是將剖面形狀相同的多根H型鋼以凸緣外表面的高度與長度方向對齊連結而成,上述襯板的特徵在於:將在凸緣外表面沿與長度方向成直角的方向形成著條紋狀突起的H型鋼與凸緣外表面無突起的H型鋼交替連結。 A lining plate obtained by aligning a plurality of H-shaped steels having the same cross-sectional shape with a height and a longitudinal direction of a flange outer surface, wherein the lining plate is characterized in that it is at right angles to the longitudinal direction of the outer surface of the flange The H-shaped steel in which the stripe-like projections are formed in the direction is alternately connected to the H-shaped steel having no protrusion on the outer surface of the flange.
6.如1至5中任一項所述之襯板,其中H型鋼的凸緣外表面的條紋狀突起的突起高度為1.0mm以上,突起高度與突起間隔的比為0.07以上、0.2以 下。 6. The lining according to any one of 1 to 5, wherein a protrusion height of the strip-shaped protrusion on the outer surface of the flange of the H-shaped steel is 1.0 mm or more, and a ratio of the protrusion height to the protrusion interval is 0.07 or more and 0.2 under.
根據本發明,比起在H型鋼的凸緣外表面加工格子狀的突起的情況,可削減突起形成所需的加工成本,因而能夠獲得表面塗層的固著性與格子狀的突起形狀的情況同等或為其以上且廉價的襯板,從而在產業方面非常有用。 According to the present invention, it is possible to reduce the processing cost required for the formation of the projections by processing the lattice-like projections on the outer surface of the flange of the H-shaped steel, and thus it is possible to obtain the fixing property of the surface coating layer and the lattice-shaped projection shape. A liner that is equal or superior and inexpensive, and thus very useful in industry.
本發明的襯板的特徵在於:使用在凸緣外表面沿一方向形成著條紋狀突起的H型鋼。以下,使用圖式對本發明進行詳細說明。 The lining plate of the present invention is characterized in that an H-shaped steel in which stripe-like projections are formed in one direction on the outer surface of the flange is used. Hereinafter, the present invention will be described in detail using the drawings.
圖1是說明本發明的一實例的襯板的圖,圖2是說明圖1所示的襯板中所使用的H型鋼的圖,圖1及圖2均表示從斜上方俯視的外觀圖。 Fig. 1 is a view for explaining a lining plate according to an example of the present invention, and Fig. 2 is a view for explaining an H-shaped steel used in the lining plate shown in Fig. 1. Figs. 1 and 2 each show an external view as seen from obliquely above.
襯板是將剖面形狀相同的多根H型鋼1以凸緣外表面11的高度與長度方向對齊,並將鄰接的凸緣的端部4彼此對接焊接而構成。成為襯板的端部的H型鋼1將側板(板狀構件)3安裝在成為襯板的側面的一側的上下凸緣之間。H型鋼1中,將長度方向設為壓延方向,H型鋼1的凸緣外表面11沿長度方向具有多根突起21等間隔地加工而成的條紋狀突起。 The lining plate is formed by arranging a plurality of H-shaped steels 1 having the same cross-sectional shape with the height of the flange outer surface 11 in the longitudinal direction, and welding the end portions 4 of the adjacent flanges to each other. The H-shaped steel 1 which is the end of the lining plate has the side plate (plate-like member) 3 attached between the upper and lower flanges on the side which becomes the side surface of the lining. In the H-section steel 1, the longitudinal direction is the rolling direction, and the flange outer surface 11 of the H-section steel 1 has a stripe-like projection formed by processing a plurality of protrusions 21 at equal intervals in the longitudinal direction.
圖3是說明條紋狀突起的圖,條紋狀的突起21為了確保表面塗層的固著性且獲得車輛的行駛所需的作用摩擦力,而對突起高度h與突起間隔P的比h/P加以規定。 Fig. 3 is a view for explaining a stripe-like projection 21 in which the ratio of the projection height h to the projection interval P is h/P in order to secure the surface coating and to obtain the frictional force required for traveling of the vehicle. Provide for it.
根據道路橋示方書(specifications for highway bridges,橋及高架道路的結構標準)中所使用的T活負載(live load)(大型車輛車輪負載)而估算的作用摩擦力(剪切負載)如以下般,以測試體寬度換算而為45kN(有時稱作根據T活負載而產生的摩擦力水準(45kN))。本發明中,以如下作為性能目標,即,對考慮了相對於上述作用摩擦力水準而為長期供用時的安全率2倍左右的90kN左右以上的剪切負載,可確保襯板表面塗層的固著性。 According to the road bridge (specifications for highway The estimated frictional force (shear load) estimated from the T live load (large vehicle wheel load) used in bridges, bridges and elevated roads is 45kN in terms of test body width. (Sometimes referred to as the level of friction (45kN) produced by the T live load). In the present invention, as a performance target, a shear load of about 90 kN or more which is about twice the safety rate when the long-term supply is performed with respect to the above-described working friction level can be ensured, and the surface coating of the lining can be ensured. Fixation.
‧車輪負載(T活負載)100kN(每個車輪) ‧ Wheel load (T live load) 100kN (per wheel)
‧衝擊時負載100kN×1.4=140kN ‧ Load 100kN × 1.4 = 140kN
乾燥路面(瀝青)的摩擦係數 Coefficient of friction on dry pavement (asphalt)
μ=0.8左右 μ=0.8 or so
‧作用摩擦力=140kN×0.8=112kN(每個車輪) ‧The frictional force = 140kN × 0.8 = 1212kN (per wheel)
‧測試體寬度換算為45kN ‧Test body width is converted to 45kN
測試體寬度(200mm)/輪胎寬度(500mm)×112=45kN Test body width (200mm) / tire width (500mm) × 112 = 45kN
表1中表示對突起高度h及突起間隔P對表面塗層的固著強度造成的影響進行調查所得的結果。測試體是從具條紋狀突起的H型鋼(突起的高度為0mm~2.5mm,突起間隔為10mm,0≦h/P≦0.25)中切開長度200mm,並塗層表面部分。 Table 1 shows the results of investigations on the influence of the protrusion height h and the protrusion interval P on the fixing strength of the surface coating. The test body was cut from a H-shaped steel having a stripe-like projection (the height of the projection was 0 mm to 2.5 mm, the projection interval was 10 mm, 0 ≦ h / P ≦ 0.25), and the surface portion was coated.
在各測試體上利用反應丙烯酸系的強力黏接劑(拉伸剪切強度24N/mm2以上)來安裝負荷夾具後,在限制了鉛垂方向的狀態下,將表面塗層固著部水平地進行衝壓,而求出水平剪切負載。 After the load jig is attached to each test body by a reactive acrylic strong adhesive (tensile shear strength of 24 N /mm 2 or more), the surface coating fixing portion is fixed in a state where the vertical direction is restricted. The horizontal shear load is obtained by punching horizontally.
圖6表示突起高度h與突起間隔P的比h/P及最大水平剪切負載的關係。若h/P小於0.07,則突起的承載效果不充分,表面塗層光滑而無法獲得充分的固著。其結果,無法達到成為目標性能的90kN左右以上的剪切耐力。 Fig. 6 shows the relationship between the ratio h/P of the protrusion height h and the protrusion interval P and the maximum horizontal shear load. If h/P is less than 0.07, the effect of the protrusion is insufficient, and the surface coating is smooth and sufficient fixation cannot be obtained. As a result, the shear endurance of about 90 kN or more which is a target performance cannot be achieved.
另一方面,若h/P超過0.2,則產生表面塗層自身的剪切破壞,固著強度未得到提高,因而設為0.07≦h/P≦0.2。為了確保表面塗層的固著性,另外,為了在表面塗層安裝作業時即便表面附著塵埃等性能亦不會顯著降低,而將突起高度h設為1.0mm以上。 On the other hand, when h/P exceeds 0.2, shear damage of the surface coating itself occurs, and the fixing strength is not improved, so it is set to 0.07 ≦h/P ≦ 0.2. In order to ensure the fixing property of the surface coating layer, the protrusion height h is set to 1.0 mm or more in order to prevent the surface from adhering to dust even when the surface coating operation is performed.
H型鋼中對條紋狀突起進行加工的凸緣外表面,根據襯板中必須進行表面塗層的板面而設為兩面或單面。在H型鋼1的凸緣外表面11,沿長度方向將多根突起21等間隔地配置而成的條紋狀突起,是在熱壓延時使用在輥圓周方向上等間隔地設置溝槽的豎輥(例如圖7的U2豎輥100)來進行加工。 The outer surface of the flange in which the strip-shaped projections are processed in the H-section steel is set to be two-sided or single-sided depending on the surface of the lining which must be surface-coated. In the flange outer surface 11 of the H-shaped steel 1, the strip-shaped projections in which the plurality of projections 21 are arranged at equal intervals in the longitudinal direction are vertical rollers which are provided with grooves at equal intervals in the circumferential direction of the roller during hot pressing. (For example, the U2 vertical roll 100 of Fig. 7) is processed.
本發明的襯板是將H型鋼的凸緣外表面的突起形狀沿 H型鋼長度方向而設為條紋狀的一方向突起,因而比起先前的格子狀的突起形狀,能夠削減突起形成所需的加工成本。 The lining of the present invention is a shape along the outer surface of the flange of the H-shaped steel. Since the H-shaped steel has a stripe-shaped one-direction projection in the longitudinal direction, the processing cost required for the projection formation can be reduced as compared with the conventional lattice-like projection shape.
現在最廉價的突起形成方法是在H型鋼的壓延成形時同時形成突起的方法(專利文獻2)。本發明中,將突起形狀設為一方向突起,藉此以1種壓延輥及1次壓延道次數便可形成突起,從而就H型鋼的製造加工成本而言可削減10%左右。 The most inexpensive method of forming protrusions at present is a method of simultaneously forming protrusions in the calendering of H-shaped steel (Patent Document 2). In the present invention, the projection shape is a one-direction projection, whereby the projection can be formed by one type of rolling rolls and the number of times of the number of rolling passes, and the manufacturing cost of the H-shaped steel can be reduced by about 10%.
而且,藉由將突起形狀設為條紋狀的一方向突起,從而與先前突起形狀(格子狀)相比,突起的缺損部分少,突起(鋼材)與表面塗層材料的接觸面增加,從而表面塗層的固著性提高。 Further, by forming the protrusion shape as a stripe-shaped one-direction protrusion, the number of defects of the protrusion is smaller than that of the previous protrusion shape (lattice shape), and the contact surface of the protrusion (steel material) and the surface coating material is increased, so that the surface The adhesion of the coating is improved.
本發明的襯板即便以車輛的通行方向與條紋狀突起的方向平行的方式來設置,亦可獲得優異的水平剪切負載。然而,在不良條件下更佳為以正交的方式來設置。 The lining of the present invention can provide an excellent horizontal shear load even if the lining of the vehicle is disposed in parallel with the direction of the strip-like projections. However, it is more preferable to set in an orthogonal manner under bad conditions.
圖4表示的是如下襯板的斜上方外觀圖,該襯板是將在凸緣外表面具有H型鋼長度方向的條紋狀突起的H型鋼與在凸緣外表面具有H型鋼長度正交方向的條紋狀突起的H型鋼交替排列而成。各H型鋼的突起高度h為1.0mm以上,且設為0.07≦h/P≦0.2。 Fig. 4 is a perspective view showing an oblique upper side of a lining plate which has an H-shaped steel having a strip-shaped projection in the longitudinal direction of the H-shaped steel on the outer surface of the flange and an H-shaped steel having an orthogonal direction on the outer surface of the flange. Stripe-shaped H-shaped steels are alternately arranged. The protrusion height h of each H-shaped steel is 1.0 mm or more, and is set to 0.07 ≦h/P ≦ 0.2.
圖示的襯板中,無論車輛的通行方向為哪一方向均可獲得優異的水平剪切負載,因而適合於交叉點等處。此處,為了形成圖示的襯板,而需要2種H型鋼。然而,因如上述般使各H型鋼的加工成本比先前的突起形狀(格子狀) 低廉,故作為襯板,能夠以與先前突起形狀(格子狀)的襯板大致同等的成本來製造。 In the illustrated lining, an excellent horizontal shear load can be obtained regardless of the direction in which the vehicle travels, and thus it is suitable for intersections and the like. Here, in order to form the illustrated lining, two types of H-shaped steel are required. However, since the processing cost of each H-beam is higher than the previous protrusion shape (lattice shape) as described above Since it is inexpensive, it can be manufactured as a lining board at substantially the same cost as the lining of the previous protrusion shape (lattice shape).
圖10表示如下襯板的斜上方外觀圖,該襯板是將在凸緣外表面具有H型鋼長度方向的條紋狀突起的H型鋼與在凸緣外表面無突起的H型鋼交替排列而成。具有突起的H型鋼的突起高度h為1.0mm以上,且設為0.07≦h/P≦0.2。藉由局部地使用無突起的H型鋼,而可進一步降低成本。樹脂系材料或瀝青材料等的表面塗層為富彈性的材料,因而只要在襯板表面局部地具有突起,則不會產生龜裂或斷裂而傳達固著力,因而此種構造亦可。 Fig. 10 is a perspective view showing an obliquely upward appearance of a lining plate in which H-shaped steel having stripe-like projections in the longitudinal direction of the H-shaped steel on the outer surface of the flange and H-shaped steel having no protrusion on the outer surface of the flange are alternately arranged. The protrusion height h of the H-shaped steel having protrusions is 1.0 mm or more, and is set to 0.07 ≦h/P ≦ 0.2. The cost can be further reduced by locally using the non-protrusive H-beam. Since the surface coating layer of a resin-based material or a pitch material is an elastic material, if it has a protrusion locally on the surface of the lining, the fixing force can be transmitted without causing cracks or breakage, and thus such a structure is also possible.
圖11表示如下襯板的斜上方外觀圖,該襯板是將在凸緣外表面具有H型鋼長度正交方向的條紋狀突起的H型鋼與在凸緣外表面無突起的H型鋼交替排列而成。具有突起的H型鋼的突起高度h為1.0mm以上,且設為0.07≦h/P≦0.2。藉由局部地使用無突起的H型鋼,而可進一步降低成本。樹脂系材料或瀝青材料等的表面塗層為富彈性的材料,因而只要在襯板表面局部地具有突起,則不會產生龜裂或斷裂而傳達固著力,因而此種構造亦可。 Fig. 11 is a perspective view showing the oblique upper side of the lining plate in which the H-shaped steel having the strip-shaped projections having the H-shaped steel length orthogonal direction on the outer surface of the flange and the H-shaped steel having no protrusion on the outer surface of the flange are alternately arranged. to make. The protrusion height h of the H-shaped steel having protrusions is 1.0 mm or more, and is set to 0.07 ≦h/P ≦ 0.2. The cost can be further reduced by locally using the non-protrusive H-beam. Since the surface coating layer of a resin-based material or a pitch material is an elastic material, if it has a protrusion locally on the surface of the lining, the fixing force can be transmitted without causing cracks or breakage, and thus such a structure is also possible.
另外,至此為止的圖中表示了襯板的上下兩面均具有突起的構造,但亦可設為僅在成為車輛通行面的襯板的上表面具有突起的構造。 In addition, the figure up to the figure shows the structure which has the protrusion of the both upper and lower surfaces of the lining board, It is set as the structure which has the protrusion on the upper surface of the lining which becomes a vehicle passage surface.
使用凸緣外表面的加工狀況不同的H型鋼,來進行確認表面塗層的固著強度的測試。表2表示測試體。使用先 前技術的突起形狀(格子狀突起)的測試體、本發明的形狀(條紋狀突起)的測試體、及作為參考的無突起的測試體。 The test for confirming the fixing strength of the surface coating was carried out using H-shaped steel having different processing conditions on the outer surface of the flange. Table 2 shows the test body. Use first A test body of a protrusion shape (lattice-like protrusion) of the prior art, a test body of the shape (striped protrusion) of the present invention, and a test body having no protrusion as a reference.
各測試體從具各形狀的突起的H型鋼切開長度200mm,並塗層表面部分。以如下方法來進行測試,即,在各測試體上利用反應丙烯系的強力黏接劑(拉伸剪切強度為24N/mm2以上)而安裝負荷夾具後,在限制了鉛垂方向的狀態下,將表面塗層固著部水平地進行衝壓。就突起的高度而言,格子狀突起、條紋狀突起均設為1.0mm,就突起間隔而言,格子狀突起、條紋狀突起均設為10mm。 Each test body was cut from a H-shaped steel having projections of various shapes by a length of 200 mm, and the surface portion was coated. The test was carried out by using a reactive propylene-based strong adhesive (tensile shear strength of 24 N /mm 2 or more) on each test piece to fix the vertical direction after mounting the load jig. In the state, the surface coating fixing portion is horizontally punched. The height of the projections was set to 1.0 mm for both the lattice-like projections and the strip-shaped projections, and the lattice-like projections and the strip-shaped projections were all set to 10 mm in terms of the projection interval.
圖5表示水平剪切負載與衝壓滑動量的關係。表面塗層部的最大剪切負載在本發明形狀(條紋狀突起)與先前突起形狀(格子狀突起)中為相同程度。然而,初期剪切剛性(由獲得最大剪切負載的滑動量來表示)在本發明的形狀(條紋狀突起)中大幅地高於先前技術的突起形狀(格 子狀突起),在本發明的形狀中,不會在表面塗層部與H型鋼產生大的滑動,從而可確認比起先前技術的突起形狀的情況,表面塗層的固著性提高。 Figure 5 shows the relationship between the horizontal shear load and the amount of punching slip. The maximum shear load of the surface coating portion is the same as that in the shape of the present invention (striped protrusion) and the shape of the previous protrusion (lattice-like protrusion). However, the initial shear rigidity (represented by the amount of slip to obtain the maximum shear load) is significantly higher in the shape (striped protrusion) of the present invention than the shape of the protrusion of the prior art. In the shape of the present invention, the surface coating portion does not largely slide with the H-shaped steel, and it is confirmed that the fixing property of the surface coating layer is improved as compared with the shape of the protrusion of the prior art.
另外,在具有突起的測試體(本發明的形狀(條紋狀突起)及先前技術的突起形狀(格子狀突起))的情況下,均高於根據T活負載而產生的摩擦力水準(45kN)2.5倍左右,而與此相對,無突起的測試體中,低於根據T活負載而產生的摩擦力水準(45kN),從而固著強度不足。 Further, in the case of the test body having the protrusion (the shape of the present invention (striped protrusion) and the protrusion shape (lattice protrusion) of the prior art), both are higher than the friction level (45 kN) generated according to the T live load. In contrast, the test body having no protrusion is lower than the friction level (45 kN) generated according to the T live load, and the fixing strength is insufficient.
1‧‧‧H型鋼 1‧‧‧H-beam
2‧‧‧格子狀突起 2‧‧‧ lattice-like protrusions
3‧‧‧側板 3‧‧‧ side panels
4‧‧‧端部 4‧‧‧ End
5‧‧‧無突起的H型鋼 5‧‧‧Humpless H-beam
11‧‧‧凸緣外表面 11‧‧‧Flange outer surface
13‧‧‧橫肋 13‧‧‧ transverse ribs
21‧‧‧突起 21‧‧‧ Protrusion
100‧‧‧U2豎輥 100‧‧‧U2 vertical roller
200‧‧‧F豎輥 200‧‧‧F vertical roll
h‧‧‧突起高度 H‧‧‧protrusion height
P‧‧‧突起間隔 P‧‧‧protrusion interval
圖1是說明本發明的一實例的襯板的斜上方俯視外觀圖。 BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a plan view showing an obliquely upward plan view of a lining plate according to an example of the present invention.
圖2是說明圖1所示的襯板中使用的H型鋼的斜上方俯視外觀圖。 Fig. 2 is a top plan view showing an oblique view of an H-shaped steel used in the lining plate shown in Fig. 1;
圖3是說明條紋狀突起的圖。 Fig. 3 is a view for explaining a stripe-like projection.
圖4是說明本發明的其他實例的襯板的斜上方俯視外觀圖。 Fig. 4 is a top plan view showing the lining of the lining plate of another example of the present invention.
圖5是表示水平剪切負載與衝壓滑動量的關係的圖。 Fig. 5 is a view showing a relationship between a horizontal shear load and a punching slip amount.
圖6是表示突起高度h與突起間隔P的比h/P和最大水平剪切負載的關係的圖。 Fig. 6 is a graph showing the relationship between the ratio h/P of the protrusion height h and the protrusion interval P and the maximum horizontal shear load.
圖7是說明格子狀的突起形狀的加工方法的圖。 Fig. 7 is a view for explaining a method of processing a lattice-shaped projection shape.
圖8是說明格子狀的突起形狀的圖。 Fig. 8 is a view for explaining a shape of a lattice-shaped projection.
圖9是說明襯板的圖。 Figure 9 is a diagram illustrating a lining.
圖10是說明本發明的其他實例的襯板的斜上方俯視 外觀圖。 Figure 10 is a plan view showing the slanting plate of another example of the present invention Appearance map.
圖11是說明本發明的其他實例的襯板的斜上方俯視外觀圖。 Fig. 11 is a perspective top plan view showing a lining plate of another example of the present invention.
1‧‧‧H型鋼 1‧‧‧H-beam
21‧‧‧突起 21‧‧‧ Protrusion
h‧‧‧突起高度 H‧‧‧protrusion height
P‧‧‧突起間隔 P‧‧‧protrusion interval
Claims (5)
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JP2011152651 | 2011-07-11 | ||
JP2012143588A JP6419409B2 (en) | 2011-07-11 | 2012-06-27 | Lining board |
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TW201311981A TW201311981A (en) | 2013-03-16 |
TWI518230B true TWI518230B (en) | 2016-01-21 |
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KR (1) | KR101604524B1 (en) |
CN (1) | CN103635631B (en) |
SG (1) | SG187329A1 (en) |
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ES2594489B1 (en) * | 2015-05-18 | 2017-09-26 | Universitat Internacional De Catalunya, Fundació Privada | ADOQUIN FOR PAVEMENT OF A SUBSTRATE AND ADOQUINATED SYSTEM |
KR101851957B1 (en) * | 2016-09-28 | 2018-06-07 | 에이치디복공체 주식회사 | Modular deck assembly and method for manufacturing temporary structure using the same |
CN106345804B (en) * | 2016-10-08 | 2019-06-18 | 山东钢铁股份有限公司 | The rolling equipment and milling method of trench cover channel steel, trench cover channel steel |
JP6328840B1 (en) * | 2016-12-22 | 2018-05-23 | ハンラ ケミカル カンパニー リミテッド | Lined board with anti-slip layer |
US20240035279A1 (en) * | 2021-04-15 | 2024-02-01 | Universite Laval | Extrusion profile for modular structural applications and corresponding method |
JP7429215B2 (en) * | 2021-10-22 | 2024-02-07 | 誠 植村 | Width adjustable lining board |
KR102622904B1 (en) * | 2022-06-13 | 2024-01-08 | 오용종 | Reinforcement device of fiber reinforced plastics water tank with improved seismicperformance |
KR20240118430A (en) | 2023-01-27 | 2024-08-05 | 한국과학기술원 | Method of inspecting contact hole using X-ray photoelectron spectroscopy |
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JP2543118Y2 (en) * | 1993-07-16 | 1997-08-06 | 新日本製鐵株式会社 | Groove welding type steel lining plate and grooved welding type steel lining plate with resin coating material |
JP3408312B2 (en) * | 1994-03-11 | 2003-05-19 | 政夫 鈴木 | Lining board |
KR200234610Y1 (en) | 2001-03-08 | 2001-10-06 | (주) 금우엔지니어링 | Grooving Plate For Preventing The Slip Of Automobile |
JP4974540B2 (en) * | 2006-02-13 | 2012-07-11 | 大商鋼材株式会社 | Lining board |
KR100993800B1 (en) * | 2008-12-16 | 2010-11-11 | 수림산업(주) | Deck plate |
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CN103635631B (en) | 2016-12-07 |
CN103635631A (en) | 2014-03-12 |
KR101604524B1 (en) | 2016-03-17 |
JP2013036320A (en) | 2013-02-21 |
WO2013008899A1 (en) | 2013-01-17 |
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