CN208105881U - A kind of profile - Google Patents
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- CN208105881U CN208105881U CN201820638051.0U CN201820638051U CN208105881U CN 208105881 U CN208105881 U CN 208105881U CN 201820638051 U CN201820638051 U CN 201820638051U CN 208105881 U CN208105881 U CN 208105881U
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- 238000005452 bending Methods 0.000 claims abstract description 11
- 238000005098 hot rolling Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 238000009415 formwork Methods 0.000 description 16
- 238000004080 punching Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000005096 rolling process Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910001335 Galvanized steel Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000000137 annealing Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000008397 galvanized steel Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
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- Bending Of Plates, Rods, And Pipes (AREA)
Abstract
本实用新型涉及一种型材,其特征在于:该型材为通过冷弯成型的一体件,包括腹板,邻近所述腹板的第一端处成型有用于支撑面板的支撑板,所述支撑板由腹板向内折弯而成。本实用新型的型材通过冷弯工艺一体成型,相对于热轧而成的型材,机械强度高,重量轻,且尺寸公差、质量公差小。
The utility model relates to a profile, which is characterized in that: the profile is an integral part formed by cold bending, including a web, and a support plate for supporting a panel is formed adjacent to the first end of the web, the support plate It is formed by bending the web inwards. The profile of the utility model is integrally formed by a cold bending process. Compared with a profile formed by hot rolling, it has high mechanical strength, light weight, and small tolerances in size and quality.
Description
技术领域technical field
本实用新型属于建筑工程技术领域,具体涉及一种用于建筑模板上的型材。The utility model belongs to the technical field of construction engineering, and in particular relates to a profile used for building formwork.
背景技术Background technique
建筑模板是一种临时性支护结构,按设计要求制作,使混凝土结构、构件按规定的位置、几何尺寸成形,保持其正确位置,并承受建筑模板自重及作用在其上的外部荷载。进行模板工程的目的,是保证混凝土工程质量与施工安全、加快施工进度和降低工程成本。简单来说,建筑模板是混凝土浇筑成形的模壳和支架。The building formwork is a temporary support structure, which is manufactured according to the design requirements, so that the concrete structure and components are formed according to the specified position and geometric size, maintain their correct position, and bear the self-weight of the building formwork and the external load acting on it. The purpose of formwork engineering is to ensure the quality of concrete engineering and construction safety, speed up the construction progress and reduce engineering costs. In simple terms, building formwork is the formwork and brackets formed by concrete pouring.
建筑模板需要通过型材进行支撑及固定,如C型钢、U型钢、F型钢等,该类型材具有一定外观尺寸、断面呈一定形状,具有一定力学物理性能,但是都是通过高温炉加温再进行轧制而成,具体见专利号为ZL201220282985.8(公告号为CN202644973U)的实用新型专利公开的《一种建筑模板》、专利号为ZL201720623609.3(公告号为CN206800993U)的实用新型专利公开的《一种GMT模板F65铝边框型材》所示。前述两种型材的截面呈F型,在成型轧制过程中,需要高温加热,并且材料的强度、直线度、绕度、尺寸公差都很难控制,需要多次退火,校直,自此加工的成型模板质量公差大,重量重。且在二次进行加工还得使用专用设备冲孔,由于型材的直线度和公差因素,从而导致冲孔公差更大,焊接时还会出现二次变形。另外,型材轧制生产过程中能源消耗很大,废气排放严重,不符合国家相关节能环保要求。Building formwork needs to be supported and fixed by profiles, such as C-shaped steel, U-shaped steel, and F-shaped steel. Rolled, for details, see "A Construction Template" disclosed by the utility model patent with the patent number ZL201220282985.8 (the announcement number is CN202644973U), and the utility model patent disclosure with the patent number ZL201720623609.3 (the announcement number is CN206800993U). As shown in "A GMT Template F65 Aluminum Frame Profile". The cross-section of the above two profiles is F-shaped. During the forming and rolling process, high-temperature heating is required, and the strength, straightness, roundness, and dimensional tolerance of the material are difficult to control, and multiple annealing, straightening, and processing are required. The high-quality forming template has large quality tolerance and heavy weight. And in the secondary processing, special equipment must be used for punching. Due to the straightness and tolerance factors of the profile, the punching tolerance is larger, and secondary deformation will occur during welding. In addition, the energy consumption in the profile rolling production process is very large, and the exhaust gas emission is serious, which does not meet the relevant national energy conservation and environmental protection requirements.
实用新型内容Utility model content
本实用新型所要解决的技术问题是针对现有技术的现状,提供一种机械强度高、公差小的型材。The technical problem to be solved by the utility model is to provide a profile with high mechanical strength and small tolerance in view of the current state of the prior art.
本实用新型解决上述技术问题所采用的技术方案为:一种型材,其特征在于:该型材为通过冷弯成型的一体件,包括腹板,邻近所述腹板的第一端处成型有用于支撑面板的支撑板,所述支撑板由腹板向内折弯而成。The technical solution adopted by the utility model to solve the above technical problems is: a profile, which is characterized in that: the profile is an integral part formed by cold bending, including a web, which is formed adjacent to the first end of the web for The support plate of the support panel is formed by bending the web inward.
为了使相邻两块模板能够紧密贴合以使二者稳固装配在一起,所述型材的至少两端部的外侧壁面始终处于同一平面上,以使型材的外侧壁面保持平齐,当相邻两个模板连接时,其贴合面紧密接触,保证两个模板稳固连接。In order to make two adjacent formworks fit closely so that they can be firmly assembled together, the outer wall surfaces of at least two ends of the profile are always on the same plane, so that the outer wall surfaces of the profile remain flush. When the two templates are connected, their abutment surfaces are in close contact to ensure that the two templates are firmly connected.
为增强型材的强度,所述腹板的至少一端部翻折形成折板,所述折板第一端成型于腹板的其中一个端部,第二端朝向腹板的另一端部,如此腹板的端部相当于实现了双层折叠(腹板和折板),机械强度高,承重能力强。In order to enhance the strength of the profile, at least one end of the web is folded to form a folded plate, the first end of the folded plate is formed on one end of the web, and the second end faces the other end of the web, so that the web The end of the plate is equivalent to realizing double-layer folding (web plate and folded plate), which has high mechanical strength and strong load-bearing capacity.
为方便模板的拆卸,所述折板的末端朝向腹板倾斜延伸,且所述折板末端与腹板接触,或者所述折板末端与腹板之间具有间距,因两个模板相连时,型材的对应的两个折板贴合,若没有该倾斜部位,则拆卸困难。In order to facilitate the disassembly of the template, the end of the folded plate extends obliquely towards the web, and the end of the folded plate is in contact with the web, or there is a distance between the end of the folded plate and the web, because when two templates are connected, The corresponding two folded plates of the profiles are bonded together. If there is no such inclined part, it will be difficult to disassemble.
为进一步方便相连两个模板的拆卸,所述腹板外侧具有凹槽部,该凹槽部由腹板、成型于腹板两端并向外翻折的两个折板三者形成,或者该凹槽部由腹板、支撑板、成型于腹板第二端并向外翻折的折板三者形成。凹槽部的设置使得相邻的两个模板的贴合面中间有空隙,减小二者之间的摩擦力,在拆卸模板时不卡模板,方便拆卸。若无凹槽,则受力面大,在混凝土浇筑后,二者之间的贴合面是紧压,则在拆卸时易卡住模板,拆卸费力且易损坏模板。In order to further facilitate the disassembly of the connected two templates, the outer side of the web has a groove, which is formed by the web, two folded plates formed at both ends of the web and folded outwards, or the The groove part is formed by the web, the support plate, and the folded plate formed on the second end of the web and turned outward. The setting of the groove part makes there be a gap between the bonding surfaces of two adjacent templates, which reduces the friction between the two, and the templates are not stuck when the templates are disassembled, which is convenient for disassembly. If there is no groove, the force-bearing surface is large. After the concrete is poured, the bonding surface between the two is tightly pressed, and the formwork is easy to be stuck during disassembly, and the disassembly is laborious and easy to damage the formwork.
为使面板能够完整托在支撑板上,使面板与型材稳固装配,所述支撑板的上端面上向下凹陷形成一凹陷部,所述凹陷部位于支撑板与腹板的连接处。因腹板与支撑板的连接处通常会形成倒角,倒角的存在会对面板的边角处产生干涉,使支撑板与腹板的连接处不能与面板完整贴合,导致面板与型材装配不牢。In order to enable the panel to be fully supported on the support plate and to securely assemble the panel and the profile, the upper end surface of the support plate is recessed downwards to form a recess, which is located at the connection between the support plate and the web. Because the connection between the web and the support plate usually forms a chamfer, the existence of the chamfer will interfere with the corners of the panel, so that the connection between the support plate and the web cannot be completely fitted with the panel, resulting in the assembly of the panel and the profile. not firm.
为方便连接相邻两个模板,沿所述腹板的长度方向间隔设有多个通孔,所述通孔位于支撑板下方,相邻两个模板之间通过穿设于通孔内的连接件相连,装拆方便。且该型材的冲孔冷弯成型一次性制作,孔位公差小;而热轧而成的型材,需使用专用设备冲孔,由于型材的直线度和公差因素,导致冲孔公差更大,并且焊接时还会出现二次变形。In order to facilitate the connection of two adjacent templates, a plurality of through holes are arranged at intervals along the length direction of the web. Connected with parts, easy to assemble and disassemble. Moreover, the punching and cold forming of the profile is made at one time, and the hole position tolerance is small; while the profile formed by hot rolling needs to be punched with special equipment, due to the straightness and tolerance factors of the profile, the punching tolerance is larger, and Secondary deformation also occurs during welding.
所述型材的截面呈F型,F型型材所具有的支撑板能更好得支承面板,增加腹板的承重能力,且更好得增加了受力强度,使得腹板不易变形。The section of the profile is F-shaped, and the support plate of the F-shaped profile can better support the panel, increase the load-bearing capacity of the web, and better increase the stress strength, so that the web is not easily deformed.
与现有技术相比,本实用新型的优点:1、本实用新型的型材通过冷弯工艺一体成型,相对于热轧而成的型材,机械强度高,重量轻,且尺寸公差、质量公差小;2、本实用新型的腹板端部翻折形成有折板,相当于本实用新型的型材部分部位是双层折叠的,进一步提高了型材的机械强度;3、本实用新型型材的截面呈F型,其所具有的支撑板能更好得支承面板,增加腹板的承重能力,且更好得增加了型材的受力强度,使得腹板不易变形。Compared with the prior art, the utility model has the following advantages: 1. The profile of the utility model is integrally formed by the cold bending process. Compared with the profile formed by hot rolling, it has high mechanical strength, light weight, and small dimensional tolerance and quality tolerance 2. The end of the web of the utility model is turned over to form a folded plate, which is equivalent to double-layer folding of the profile part of the utility model, which further improves the mechanical strength of the profile; 3. The section of the profile of the utility model is F-type, the support plate it has can better support the panel, increase the load-bearing capacity of the web, and better increase the force strength of the profile, making the web difficult to deform.
附图说明Description of drawings
图1为本实用新型实施例1的结构示意图;Fig. 1 is the structural representation of the utility model embodiment 1;
图2为图1的剖视图;Fig. 2 is the sectional view of Fig. 1;
图3为图2的A处放大图;Figure 3 is an enlarged view of A in Figure 2;
图4为本实用新型实施例2的结构示意图;Fig. 4 is the structural representation of the utility model embodiment 2;
图5为图4的剖视图;Fig. 5 is a sectional view of Fig. 4;
图6为本实用新型实施例3的结构示意图;Fig. 6 is the structural representation of the utility model embodiment 3;
图7为图6的剖视图(面板置于支撑台上);Fig. 7 is a sectional view of Fig. 6 (the panel is placed on the supporting platform);
图8为图6的型材应用于一种模板上的结构示意图(两块模板装配在一起)。Fig. 8 is a structural schematic diagram of the profile in Fig. 6 applied to a template (two templates are assembled together).
具体实施方式Detailed ways
以下结合附图实施例对本实用新型作进一步详细描述。The utility model is described in further detail below in conjunction with the accompanying drawings.
如图8所示的一种建筑模板,包括边框和铺设在边框内的面板2,该边框由四根侧板8围合而成,前述侧板可以为本实施例的通过冷弯一体成型的型材,材质为镀锌钢带。A building template as shown in Figure 8 includes a frame and a panel 2 laid in the frame. The frame is surrounded by four side panels 8, and the aforementioned side panels can be integrally formed by cold bending in this embodiment. The profile is made of galvanized steel strip.
实施例1Example 1
如图1~3所示,本优选实施例的型材包括腹板1、用于支撑面板2的支撑板3和折板4。As shown in FIGS. 1-3 , the profile in this preferred embodiment includes a web 1 , a support plate 3 for supporting a panel 2 and a folded plate 4 .
支撑板3成型于邻近腹板1第一端处,支撑板3由腹板1向内折弯而成。支撑板3的上端面上向下凹陷形成一凹陷部6,该凹陷部6位于支撑板3与腹板1的连接处。The support plate 3 is formed adjacent to the first end of the web 1 , and the support plate 3 is formed by bending the web 1 inward. The upper end surface of the support plate 3 is recessed downward to form a recess 6 , and the recess 6 is located at the connection between the support plate 3 and the web 1 .
该凹陷部6的作用在于:因腹板1与支撑板3的连接处通常会形成倒角,倒角的存在会对面板2的边角处产生干涉,使支撑板3与腹板1的连接处不能与面板2完整贴合,导致面板2与型材装配不牢,而凹陷部6的设置则解决了这一问题。The function of the recessed part 6 is: because the connection between the web 1 and the support plate 3 usually forms chamfers, the existence of the chamfers will interfere with the corners of the panel 2, so that the connection between the support plate 3 and the web 1 The position cannot be completely attached to the panel 2, resulting in an unstable assembly of the panel 2 and the profile, but the setting of the recessed part 6 solves this problem.
沿腹板1的长度方向间隔设有多个通孔11,通孔11位于支撑板3下方,相邻两个模板之间通过穿设于通孔11内的连接件相连,装拆方便。本实施例型材的冲孔和冷弯成型一次性制作,能够减少孔位公差。A plurality of through-holes 11 are arranged at intervals along the length direction of the web 1 , and the through-holes 11 are located below the support plate 3 , and two adjacent formworks are connected by connecting pieces pierced in the through-holes 11 , which is convenient for assembly and disassembly. The punching and cold-bending forming of the profiles in this embodiment are made at one time, which can reduce the hole position tolerance.
腹板1的第二端朝向第一端翻折形成折板4,以加强型材的强度。本实施例中,折板4和支撑板3位于腹板1的两侧,且折板4的外侧壁面与腹板1第一端的外侧壁面位于同一平面上,以使型材的外侧壁面保持平齐,当相邻两个模板连接时,其贴合面紧密接触,保证两个模板稳固连接。The second end of the web 1 is folded toward the first end to form a folded plate 4 to strengthen the profile. In this embodiment, the folded plate 4 and the supporting plate 3 are located on both sides of the web 1, and the outer wall surface of the folded plate 4 is on the same plane as the outer wall surface of the first end of the web 1, so that the outer wall surface of the profile remains flat. When two adjacent formworks are connected, their abutment surfaces are in close contact to ensure a firm connection of the two formworks.
但是两个模板若完全贴合,则两个模板之间的受力面大,在混凝土浇筑后,二者之间的贴合面是紧压,在拆卸时易卡住模板,拆卸费力且易损坏模板。故为方便相连的两个模板的拆卸,折板4的末端朝向腹板1倾斜延伸,且折板4末端与腹板1接触,当然也可以使折板4末端与腹板1之间具有间距d,该间距范围需小于0.5mm。However, if the two formworks are fully fitted, the force-bearing surface between the two formworks will be large. After the concrete is poured, the joint surface between the two will be tightly pressed, and the formwork will be easily stuck during disassembly, which is laborious and easy Damaged template. Therefore, in order to facilitate the disassembly of the two connected templates, the end of the folded plate 4 extends obliquely towards the web 1, and the end of the folded plate 4 is in contact with the web 1. Of course, there may be a distance between the end of the folded plate 4 and the web 1 d, the distance range must be less than 0.5mm.
另外,折板4与支撑板3之间具有间距,以在折板4、腹板1与支撑板3三者之间形成凹槽部5。该凹槽部5的设置使得相邻的两个模板的贴合面中间有空隙,减小二者之间的摩擦力,在拆卸模板时不卡模板,进一步方便模板拆卸。In addition, there is a gap between the folded plate 4 and the support plate 3 to form a groove portion 5 between the folded plate 4 , the web 1 and the support plate 3 . The setting of the groove portion 5 makes there be a gap between the bonding surfaces of two adjacent templates, which reduces the friction between the two, and does not block the template when the template is disassembled, which further facilitates the disassembly of the template.
实施例2Example 2
如图4~5所示,实施例2与实施例1的区别在于:As shown in Figures 4-5, the difference between embodiment 2 and embodiment 1 is:
a实施例1仅腹板1的第二端具有折板4,实施例2的腹板1两端均具有折板4,折板4与支撑板3位于腹板1的两侧:a In embodiment 1, only the second end of the web 1 has a folded plate 4, and in embodiment 2, both ends of the web 1 have a folded plate 4, and the folded plate 4 and the supporting plate 3 are located on both sides of the web 1:
腹板1的第一端和第二端均成型有向相对端翻折的折板4(如成型于腹板1第二端的折板4,折板4末端朝向腹板1第一端延伸),两个折板4位于腹板1的同侧,且两个折板4的外侧壁面位于同一平面上。Both the first end and the second end of the web 1 are formed with a folded plate 4 that is folded toward the opposite end (such as the folded plate 4 formed at the second end of the web 1, the end of the folded plate 4 extends toward the first end of the web 1) , the two folded plates 4 are located on the same side of the web 1, and the outer wall surfaces of the two folded plates 4 are located on the same plane.
b凹槽部5的设置方式不同:The setting mode of b groove part 5 is different:
两个折板4之间具有间距,以在两个折板4、腹板1三者之间形成凹槽部5。There is a space between the two folded plates 4 to form a groove portion 5 between the two folded plates 4 and the web 1 .
实施例3Example 3
如图6~7所示,实施例3与实施例1的区别在于:As shown in Figures 6-7, the difference between embodiment 3 and embodiment 1 is:
实施例1仅腹板1的第二端具有折板4,实施例3的腹板1两端均具有折板4:In Example 1, only the second end of the web 1 has a folded plate 4, and in Example 3, both ends of the web 1 have a folded plate 4:
腹板1的第一端和第二端均成型有向相对端翻折的折板4(如成型于腹板1第二端的折板4,其末端朝向腹板1第一端延伸),两个折板4位于腹板1的两侧,且成型于腹板1第二端的折板4外侧壁面与腹板1第一端的外侧壁面位于同一平面上。Both the first end and the second end of the web 1 are formed with a folded plate 4 that is turned over to the opposite end (such as the folded plate 4 formed at the second end of the web 1, and its end extends toward the first end of the web 1), both sides A folded plate 4 is located on both sides of the web 1, and the outer wall surface of the folded plate 4 formed on the second end of the web 1 is on the same plane as the outer wall surface of the first end of the web 1.
因面板2的侧壁直接与成型于腹板1第一端的折板4抵靠,不接触支撑板3上端面与腹板1的连接处,故可不设置凹陷部6。Since the side wall of the panel 2 directly abuts against the folded plate 4 formed at the first end of the web 1 and does not touch the joint between the upper end surface of the support plate 3 and the web 1 , the recess 6 may not be provided.
Claims (8)
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| CN201820638051.0U CN208105881U (en) | 2018-04-28 | 2018-04-28 | A kind of profile |
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| CN201820638051.0U Expired - Fee Related CN208105881U (en) | 2018-04-28 | 2018-04-28 | A kind of profile |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236638A (en) * | 2018-11-29 | 2020-06-05 | 正因Snc株式会社 | Assembled beam die |
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2018
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111236638A (en) * | 2018-11-29 | 2020-06-05 | 正因Snc株式会社 | Assembled beam die |
| CN111236638B (en) * | 2018-11-29 | 2021-07-23 | 正因Snc株式会社 | Assembled beam die |
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