CN207211675U - Socket joint type disk button jacking screw structure - Google Patents
Socket joint type disk button jacking screw structure Download PDFInfo
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Abstract
本实用新型公开了一种承插型盘扣式顶托丝杠结构,所述承插型盘扣式顶托丝杠结构,包括第一丝杠以及由下至上依次设置于所述第一丝杠上的第一连接螺母、可旋转连接盘以及第一顶托,所述第一顶托固定设置于所述第一丝杠的顶部上,所述第一连接螺母、可旋转连接盘分别与所述第一丝杠螺纹配合连接。通过在第一丝杠上添加可旋转连接盘,可旋转连接盘可以停留在第一丝杠的任意高度位置与横杆通过插销连接,因此可以不受梁竖向截面高度限制,并突破下方立杆固定标准节的限制,从而使横杆与立杆形成统一、可靠连接,提高结构整体稳定性,尤其在模板支架施工过程中,可灵活用于梁下、梁板交汇处的模板支架施工,方便工程施工时模板支架体系的布置安装。
The utility model discloses a socket type disc buckle jacking screw structure. The socket type disc buckle jacking screw structure includes a first screw and a screw that is sequentially arranged on the first screw from bottom to top. The first connecting nut on the bar, the rotatable connecting plate and the first jacking bracket, the first jacking bracket is fixedly arranged on the top of the first lead screw, the first connecting nut, the rotatable connecting plate are respectively connected with The first lead screw is threadedly connected. By adding a rotatable connection plate to the first lead screw, the rotatable connection plate can stay at any height of the first lead screw and connect with the cross bar through a bolt, so it is not limited by the height of the vertical section of the beam, and breaks through the vertical section below. The limitation of the fixed standard section of the bar, so that the horizontal bar and the vertical bar form a unified and reliable connection, and improve the overall stability of the structure. Especially in the construction of the formwork support, it can be flexibly used for the construction of the formwork support under the beam and at the intersection of the beam and the slab. It is convenient for the layout and installation of the formwork support system during engineering construction.
Description
技术领域technical field
本实用新型涉及模板及脚手架施工技术领域,尤其涉及一种承插型盘扣式顶托丝杠结构。The utility model relates to the technical field of formwork and scaffolding construction, in particular to a socket-type buckle-type jacking screw structure.
背景技术Background technique
目前,在结构主、次梁及板下采用建筑施工承插型盘扣式钢管支架时,受梁竖向截面高度影响,排架顶托自由端高度无法满足现有建筑施工承插型盘扣式钢管支架安全技术规程(JGJ231-2010),在保证连接端面错开率不低于50%前提下,利用传统高排架无法形成统一整体。施工时不得不通过增加普通钢管套管延长顶层立杆,继而利用扣件连接横向普通钢管,形成顶层横杆,但由于管材材质不同以及连接件不同,会降低结构整体稳定性。At present, when the structural socket-type buckle-type steel pipe supports are used under the main and secondary beams and slabs of the structure, due to the influence of the vertical section height of the beams, the height of the free end of the bent frame jacking cannot meet the requirements of the existing building construction socket-type buckle. According to the Safety Technical Regulations (JGJ231-2010) of type steel pipe support, under the premise of ensuring that the stagger rate of the connection end face is not less than 50%, it is impossible to form a unified whole by using the traditional high-bracket frame. During construction, it is necessary to extend the top vertical pole by adding ordinary steel pipe casings, and then use fasteners to connect horizontal ordinary steel pipes to form the top horizontal bar. However, due to different pipe materials and different connectors, the overall stability of the structure will be reduced.
因此,需要设计一种承插型盘扣式顶托丝杠结构,能根据梁下支架高度及自由端限值设置盘扣式杆件,形成一种承载力大,传力精确,整体稳定性高的支撑体系。Therefore, it is necessary to design a socket-type buckle-type jacking screw structure, which can set the buckle-type rod according to the height of the bracket under the beam and the limit value of the free end, forming a large bearing capacity, accurate force transmission, and overall stability. High support system.
实用新型内容Utility model content
本实用新型的目的在于提供一种承插型盘扣式顶托丝杠结构,通过在第一丝杠上添加高度位置可变的用于和横杆插销连接的可旋转连接盘,可不受梁截面高度变化影响和立杆固定标准节的限制,灵活用于梁下、梁板交汇处的模板支架施工,实现横杆与立杆的统一、可靠连接,提高结构整体稳定性。The purpose of this utility model is to provide a socket-type buckle-type jacking screw structure, by adding a rotatable connecting plate with a variable height and position on the first screw for connecting with the crossbar bolt, which can be free from beams. Due to the influence of section height changes and the limitation of the fixed standard section of the vertical pole, it can be flexibly used in the construction of the formwork support under the beam and at the intersection of the beam and the slab, so as to realize the unified and reliable connection of the horizontal pole and the vertical pole, and improve the overall stability of the structure.
为解决上述技术问题,本实用新型提供如下技术方案:In order to solve the above technical problems, the utility model provides the following technical solutions:
一种承插型盘扣式顶托丝杠结构,包括第一丝杠以及由下至上依次设置于所述第一丝杠上的第一连接螺母、可旋转连接盘以及第一顶托,所述第一顶托固定设置于所述第一丝杠的顶部上,所述第一连接螺母、可旋转连接盘分别与所述第一丝杠螺纹配合连接。A socket-type disc buckle jacking screw structure, comprising a first screw, a first connecting nut, a rotatable connecting plate and a first jacking screw arranged sequentially on the first screw from bottom to top, the The first jacking bracket is fixedly arranged on the top of the first lead screw, and the first connection nut and the rotatable connection plate are threadedly connected with the first lead screw respectively.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘的中部开设贯通的与所述第一丝杠相匹配的内螺纹孔。Preferably, in the above-mentioned structure of the socket-type disc buckle jacking screw, the middle part of the rotatable connection plate is opened with an internal thread hole matching the first screw.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘的轴向一侧的中部加厚处理。Preferably, in the above-mentioned structure of socket-type disc buckle jack-up screw, the middle part of one axial side of the rotatable connecting disc is thickened.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘的加厚处的厚度是其余部分厚度的1-2倍。Preferably, in the above-mentioned structure of the socket-type disc buckle jacking screw, the thickness of the thickened part of the rotatable connecting disc is 1-2 times the thickness of the rest.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘上绕可旋转连接盘的圆心开设若干插销孔。Preferably, in the above-mentioned socket type disc buckle jacking screw structure, several pin holes are opened on the rotatable connecting disc around the center of the circle of the rotatable connecting disc.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘上绕可旋转连接盘的圆心开设八个插销孔。Preferably, in the above-mentioned structure of socket-type disc buckle jacking screw, eight pin holes are opened on the rotatable connecting disc around the center of the circle of the rotatable connecting disc.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述八个插销孔包括四个大插销孔和四个小插销孔,四个大插销孔均匀分布于可旋转连接盘上,四个小插销孔均匀分布于可旋转连接盘上,且大、小插销孔交错设置。Preferably, in the above-mentioned socket-type disc button jacking screw structure, the eight pin holes include four large pin holes and four small pin holes, and the four large pin holes are evenly distributed on the rotatable connecting plate On the top, four small pin holes are evenly distributed on the rotatable connecting plate, and the large and small pin holes are arranged alternately.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述第一顶托的竖向截面呈“U”型。Preferably, in the above-mentioned socket-type disc buckle-type jacking screw structure, the vertical section of the first jacking is in a "U" shape.
由以上公开的技术方案可知,与现有技术相比,本实用新型的有益效果如下:It can be seen from the technical solutions disclosed above that, compared with the prior art, the beneficial effects of the utility model are as follows:
本实用新型提供的承插型盘扣式顶托丝杠结构,通过在第一丝杠上添加可旋转连接盘,可旋转连接盘可以停留在第一丝杠的任意高度位置与横杆通过插销连接,因此可以不受梁竖向截面高度限制,并突破下方立杆固定标准节的限制,从而使横杆与立杆形成统一、可靠连接,提高结构整体稳定性,尤其在模板支架施工过程中,可灵活用于梁下、梁板交汇处的模板支架施工,方便工程施工时模板支架体系的布置安装。The utility model provides a socket-type buckle-type jacking screw structure. By adding a rotatable connection plate to the first lead screw, the rotatable connection plate can stay at any height position of the first lead screw and the cross bar passes through the latch. Connection, so it is not limited by the height of the vertical section of the beam, and breaks through the limitation of the fixed standard section of the lower vertical rod, so that the horizontal rod and the vertical rod form a unified and reliable connection, and improve the overall stability of the structure, especially during the construction of the formwork support , can be flexibly used in the construction of formwork support under beams and at the intersection of beams and slabs, which is convenient for the layout and installation of formwork support systems during engineering construction.
附图说明Description of drawings
图1为本实用新型一实施例的承插型盘扣式顶托丝杠结构的结构示意图;Fig. 1 is a structural schematic diagram of a socket-type disc buckle jacking screw structure according to an embodiment of the present invention;
图2为本实用新型一实施例中的承插型盘扣式顶托丝杠结构的使用状态图;Fig. 2 is a diagram of the use state of the socket-type disc buckle jacking screw structure in an embodiment of the present invention;
图3为本实用新型一实施例中的高度可调托座的结构示意图;Fig. 3 is a structural schematic diagram of a height-adjustable bracket in an embodiment of the present invention;
图4为本实用新型一实施例中可旋转连接盘的俯视示意图;Fig. 4 is a schematic top view of the rotatable connection plate in an embodiment of the present invention;
图5为本实用新型一实施例中可旋转连接盘的侧视示意图;Fig. 5 is a schematic side view of the rotatable connection plate in an embodiment of the present invention;
图6为本实用新型一实施例中连接螺母的俯视示意图;Fig. 6 is a schematic top view of a connecting nut in an embodiment of the present invention;
图7为本实用新型一实施例中连接螺母的侧视示意图。Fig. 7 is a schematic side view of a connecting nut in an embodiment of the present invention.
图中:1-可旋转连接盘、2-立杆、21-杆身、22-连接套、3-横杆、4-连接件、 5-第一丝杠、6-第一连接螺母、7-第一顶托、8-楼板、9-梁、10-固定连接盘、 11-插销、5’-第二丝杠、6’-第二连接螺母、7’-第二顶托。In the figure: 1-rotatable connecting plate, 2-vertical rod, 21-rod body, 22-connecting sleeve, 3-crossbar, 4-connecting piece, 5-the first lead screw, 6-the first connecting nut, 7 - the first jacking, 8-floor, 9-beam, 10-fixed connection plate, 11-bolt, 5'-second lead screw, 6'-second connecting nut, 7'-second jacking.
具体实施方式Detailed ways
以下结合附图和具体实施例对本实用新型作进一步详细说明。根据下面的说明和权利要求书,本实用新型的优点和特征将更清楚。以下将由所列举之实施例结合附图,详细说明本实用新型的技术内容及特征。需另外说明的是,附图均采用非常简化的形式且均使用非精准的比例,仅用以方便、明晰地辅助说明本实用新型实施例的目的。为叙述方便,下文中所述的“上”、“下”与附图的上、下的方向一致,但这不能成为本实用新型技术方案的限制。Below in conjunction with accompanying drawing and specific embodiment the utility model is described in further detail. According to the following description and claims, the advantages and features of the utility model will be more clear. The technical contents and features of the present utility model will be described in detail below by referring to the enumerated embodiments in conjunction with the accompanying drawings. It should be further noted that all the drawings are in very simplified form and use inaccurate scales, which are only used to facilitate and clearly assist the purpose of illustrating the embodiments of the present utility model. For the convenience of description, the "up" and "down" described below are consistent with the directions of up and down in the drawings, but this cannot be a limitation of the technical solution of the present utility model.
请参阅图1至图7,本实施例公开了一种承插型盘扣式顶托丝杠结构,包括第一丝杠5以及由下至上依次设置于所述第一丝杠5上的第一连接螺母6、可旋转连接盘1以及第一顶托7,所述第一顶托7固定设置于所述第一丝杠5 的顶部上,所述第一连接螺母6、可旋转连接盘1分别与所述第一丝杠5螺纹配合连接。通过在第一丝杠5上添加可旋转连接盘1,可旋转连接盘1可以停留在第一丝杠5的任意高度位置,可旋转连接盘1能够通过插销11与横杆3 连接,因此其可以不受梁9竖向截面高度限制,并突破下方立杆2固定标准节的限制,从而使横杆3与立杆2形成统一、可靠连接,提高结构整体稳定性,尤其在模板支架施工过程中,可灵活用于梁9下、梁9板交汇处的模板支架施工,方便工程施工时模板支架体系的布置安装。Please refer to Fig. 1 to Fig. 7, this embodiment discloses a socket-type disc buckle jacking screw structure, including a first screw 5 and a second screw arranged on the first screw 5 sequentially from bottom to top. A connecting nut 6, a rotatable connecting disc 1 and a first jacking bracket 7, the first jacking bracket 7 is fixedly arranged on the top of the first lead screw 5, the first connecting nut 6, the rotatable connecting disc 1 are threadedly connected with the first lead screw 5 respectively. By adding the rotatable connection plate 1 on the first lead screw 5, the rotatable connection plate 1 can stay at any height position of the first lead screw 5, and the rotatable connection plate 1 can be connected with the cross bar 3 through the bolt 11, so its It can not be limited by the height of the vertical section of the beam 9, and breaks through the limitation of the fixed standard section of the lower vertical rod 2, so that the horizontal rod 3 and the vertical rod 2 form a unified and reliable connection, and improve the overall stability of the structure, especially during the construction of the formwork support Among them, it can be flexibly used in the construction of the formwork support at the intersection of the beam 9 and the beam 9 plate, which is convenient for the layout and installation of the formwork support system during engineering construction.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘1 的中部开设贯通的与所述第一丝杠5相匹配的内螺纹孔,以便使得可旋转连接盘1能够沿着所述第一丝杠5移动并可以停留在第一丝杠5的任意高度位置上。Preferably, in the above-mentioned structure of the socket-type disc buckle jacking screw, the middle part of the rotatable connection plate 1 is provided with an internal thread hole matching the first screw 5, so that it can be rotatable The connecting plate 1 can move along the first lead screw 5 and can stay at any height position of the first lead screw 5 .
为了使得可旋转连接盘1与第一丝杠5之间具有可靠的咬合力和承载力,优选的,在上述的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘1的轴向一侧的中部加厚处理。具体的,优选的,在本实施例的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘1的加厚处的厚度是其余部分厚度的1-2倍。In order to make the rotatable connection plate 1 and the first lead screw 5 have a reliable bite force and bearing capacity, preferably, in the above-mentioned socket-type ring buckle jacking screw structure, the rotatable connection plate 1 The middle part of the axial side is thickened. Specifically, preferably, in the socket-type ring-type jacking screw structure of this embodiment, the thickness of the thickened portion of the rotatable connection plate 1 is 1-2 times the thickness of the rest.
优选的,在上述的承插型盘扣式顶托丝杠结构中,所述第一顶托7的竖向截面呈“U”型,以便在第一顶托7内防止用于支撑楼板8底模板的横杆3。Preferably, in the above-mentioned socket-type disc buckle jacking screw structure, the vertical section of the first jacking bracket 7 is "U"-shaped, so as to prevent the first jacking bracket 7 from being used to support the floor 8. Cross bar 3 of bottom template.
请重点参阅图4以及图5,优选的,在上述的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘1上绕可旋转连接盘1的圆心开设若干插销孔。为了便于横杆3与可旋转连接盘1通过插销11连接,在本实施例的承插型盘扣式顶托丝杠结构中,所述可旋转连接盘1上绕可旋转连接盘1的圆心开设八个插销孔,八个插销孔包括四个大插销孔和四个小插销孔,四个大插销孔均匀分布于可旋转连接盘1上,四个小插销孔均匀分布于可旋转连接盘1上,且大、小插销孔交错设置。Please refer to Fig. 4 and Fig. 5 in particular. Preferably, in the above-mentioned socket-type disc button jacking screw structure, the rotatable connecting disc 1 is provided with several pin holes around the center of the rotatable connecting disc 1 . In order to facilitate the connection between the crossbar 3 and the rotatable connecting disc 1 through the bolt 11, in the socket-type buckle-type jacking screw structure of this embodiment, the rotatable connecting disc 1 surrounds the center of the circle of the rotatable connecting disc 1 Open eight pin holes, including four large pin holes and four small pin holes, the four large pin holes are evenly distributed on the rotatable connecting plate 1, and the four small pin holes are evenly distributed on the rotatable connecting plate 1, and the large and small pin holes are arranged alternately.
请重点参阅图6和图7,优选的,在上述的承插型盘扣式顶托丝杠结构中,所述连接螺母的两端设有有便于手持的手柄。Please refer to Fig. 6 and Fig. 7 in particular. Preferably, in the above-mentioned structure of the socket-type disc buckle jacking screw, two ends of the connecting nut are provided with handles for easy handling.
请继续参阅图1至图7,本实施例的承插型盘扣式顶托丝杠结构的使用方法,包括如下步骤:Please continue to refer to Fig. 1 to Fig. 7, the method of using the socket type disc buckle jacking screw structure of this embodiment includes the following steps:
步骤一,搭设承插型盘扣式钢管支架,所述承插型盘扣式钢管支架由立杆 2和横杆3沿纵横竖三个维度方向垂直搭设而成,所述横杆3沿水平横向或者水平纵向设置,所述横杆3的端部设有连接件4,所述连接件4上远离横杆3 的侧面设有凹槽,连接件4的凹槽槽壁上对应开设插销孔。优选的,所述立杆 2包括若干立杆2标准节,每个立杆2标准节包括杆身21以及固定设置于杆身21顶部的连接套22,杆身21的外径与连接套22的内径相匹配,上下相邻的立杆2标准节之间通过螺栓连接。Step 1: Set up a socket-type buckle-type steel pipe support. The socket-type buckle-type steel pipe support is formed by vertically erecting a vertical bar 2 and a horizontal bar 3 along the vertical, horizontal, and vertical directions. The horizontal bar 3 is vertically erected along the horizontal Horizontally or horizontally and vertically, the end of the cross bar 3 is provided with a connecting piece 4, and the side of the connecting piece 4 away from the cross bar 3 is provided with a groove, and the groove wall of the connecting piece 4 is correspondingly provided with a pin hole. . Preferably, the pole 2 includes several standard sections of the pole 2, each of the standard sections of the pole 2 includes a shaft 21 and a connecting sleeve 22 fixedly arranged on the top of the shaft 21, the outer diameter of the shaft 21 is the same as that of the coupling sleeve 22 The inner diameters of the vertical rods are matched, and the upper and lower adjacent poles are connected by bolts.
步骤二;在梁9两侧的立杆2上设置承插型盘扣式顶托丝杠结构,在其余立杆2上设置高度可调托座,所述第一连接螺母6设置于立杆2的顶面上,所述第一丝杠5的下端经第一连接螺母6伸入对应的立杆2内部,所述高度可调托座包括第二丝杠5’以及由下至上依次设置于所述第二丝杠5’上的第二连接螺母6’以及第二顶托7’,所述第二顶托7’固定设置于所述第二丝杠5’的顶部上,所述第二连接螺母6’与所述第二丝杠5’螺纹配合连接,所述第二连接螺母6’设置于立杆2的顶面上,所述第二丝杠5’的下端经第二连接螺母6’伸入对应的立杆2内部。第一顶托7与第二顶托7’的结构相同,第一连接螺母6 与第二连接螺母6’的结构相同。Step 2: Set a socket-type buckle-type jacking screw structure on the vertical poles 2 on both sides of the beam 9, and set height-adjustable brackets on the remaining vertical poles 2, and the first connecting nut 6 is arranged on the vertical poles 2, the lower end of the first lead screw 5 extends into the interior of the corresponding vertical rod 2 through the first connecting nut 6, and the height-adjustable bracket includes the second lead screw 5' and is arranged sequentially from bottom to top. The second connecting nut 6' and the second jacking bracket 7' on the second lead screw 5', the second jacking bracket 7' is fixedly arranged on the top of the second screw screw 5', the The second connection nut 6' is threadedly connected with the second lead screw 5', the second connection nut 6' is arranged on the top surface of the vertical rod 2, and the lower end of the second lead screw 5' passes through the second The connecting nut 6' extends into the corresponding vertical rod 2 inside. The structure of the first jacking bracket 7 is the same as that of the second jacking bracket 7', and the structure of the first connecting nut 6 is the same as that of the second connecting nut 6'.
步骤三,在第一顶托7内设置以及第二顶托7’内分别设置用于支撑梁9 底模或者楼板8底模的横杆3,位于梁9底下的横杆3的两端分别与两侧承插型盘扣式顶托丝杠结构上的可旋转连接盘1通过插销11对应连接。Step 3, set in the first jacking 7 and in the second jacking 7' respectively set the crossbar 3 for supporting the bottom mold of the beam 9 or the bottom mold of the floor 8, and the two ends of the crossbar 3 under the beam 9 are respectively It is correspondingly connected with the rotatable connection plate 1 on the structure of the socket type disc buckle jacking screw on both sides through the latch 11 .
优选的,在上述的承插型盘扣式顶托丝杠结构的使用方法中,所述立杆2 上沿着立杆2的纵向间隔固定设有若干固定连接盘10,固定连接盘10套设于立杆2的外周,所述固定连接盘10上绕固定连接盘10的圆心开设八个插销孔,八个插销孔包括四个大插销孔和四个小插销孔,四个大插销孔均匀分布于可旋转连接盘1上,四个小插销孔均匀分布于固定连接盘10上,且大小插销孔交错设置。Preferably, in the use method of the above-mentioned socket-type disc buckle jacking screw structure, several fixed connecting plates 10 are fixedly arranged on the vertical rod 2 along the longitudinal interval of the vertical rod 2, and 10 sets of fixed connecting plates Located on the outer periphery of the vertical rod 2, eight pin holes are provided around the center of the fixed connecting plate 10 on the fixed connecting plate 10. The eight pin holes include four large pin holes and four small pin holes, and the four large pin holes Evenly distributed on the rotatable connecting plate 1, four small pin holes are evenly distributed on the fixed connecting plate 10, and the large and small pin holes are arranged alternately.
当梁9底与楼板8底之间的距离较大时,可以在所述第一丝杠5上位于梁 9底上方的杆段上设有用于连接横杆3的可旋转连接盘1,以提高整体强度,为梁9和楼板8的模板提供可靠支撑。When the distance between the bottom of the beam 9 and the bottom of the floor 8 is large, a rotatable connection plate 1 for connecting the cross bar 3 can be provided on the bar section above the bottom of the beam 9 on the first screw 5, so as to Improve the overall strength and provide reliable support for the formwork of the beam 9 and the floor 8.
综上所述,本实用新型提供的承插型盘扣式顶托丝杠结构,通过在丝杠上添加可旋转连接盘1,可旋转连接盘1可以停留在丝杠的任意高度位置与横杆 3通过插销11连接,因此可以不受梁9竖向截面高度限制,并突破下方立杆2 固定标准节的限制,从而使横杆3与立杆2形成统一、可靠连接,提高结构整体稳定性,尤其在模板支架施工过程中,可灵活用于梁9下、梁9板交汇处的模板支架施工,方便工程施工时模板支架体系的布置安装。To sum up, the socket-type buckle-type jacking screw structure provided by the utility model, by adding a rotatable connection plate 1 on the screw, the rotatable connection plate 1 can stay at any height position and horizontal position of the screw. The rod 3 is connected by the bolt 11, so it is not limited by the height of the vertical section of the beam 9, and breaks through the limitation of the fixed standard joint of the vertical rod 2 below, so that the horizontal rod 3 and the vertical rod 2 form a unified and reliable connection, and improve the overall stability of the structure Especially in the formwork support construction process, it can be flexibly used in the formwork support construction at the intersection of the beam 9 and the beam 9 plate, which is convenient for the layout and installation of the formwork support system during engineering construction.
上述描述仅是对本实用新型较佳实施例的描述,并非对本实用新型范围的任何限定,本实用新型领域的普通技术人员根据上述揭示内容做的任何变更、修饰,均属于权利要求书的保护范围。The above description is only a description of the preferred embodiments of the present utility model, and is not any limitation to the scope of the present utility model. Any changes and modifications made by those of ordinary skill in the field of the utility model according to the above disclosures all belong to the protection scope of the claims .
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