CN220538858U - Frame beam for building house - Google Patents
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Abstract
Description
技术领域Technical field
本申请涉及建筑施工技术领域,尤其涉及建筑房屋框架梁。This application relates to the field of building construction technology, in particular to building frame beams.
背景技术Background technique
框架梁(KL)是指两端与框架柱(KZ)相连的梁,或者两端与剪力墙相连但跨高比不小于5的梁,在现在的结构设计中,对于框架梁还有另一种观点,即需要参与抗震的梁,纯框架结构随着高层建筑的兴起而越来越少见,而剪力墙结构中的框架梁主要则是参与抗震的梁。Frame beam (KL) refers to a beam connected to frame columns (KZ) at both ends, or a beam connected to shear walls at both ends but with a span-to-height ratio of not less than 5. In current structural design, there are other types of frame beams. One point of view is that beams that need to participate in earthquake resistance are needed. Pure frame structures are becoming increasingly rare with the rise of high-rise buildings, while frame beams in shear wall structures are mainly beams that participate in earthquake resistance.
已经公布的公告号为CN209413027U的专利文件中,公开了一种建筑房屋框架梁,属于建筑施工领域,包括沿水平方向设置的梁体,梁体长度方向的两端均设置有梁柱,梁柱垂直于梁体竖直向下延伸设置,梁体上且位于梁体的底部设置有支撑板,支撑板整体呈弧形设置,弧形的支撑板的凹口朝向远离梁体的方向,支撑板远离支撑板的凹口的面与梁体的底部抵接设置,支撑板远离梁体的两个端面分别抵接至两侧的梁柱上,本实用新型具有减少梁体中部形变的效果。The published patent document with announcement number CN209413027U discloses a frame beam for building a house, which belongs to the field of construction and includes a beam body arranged in the horizontal direction. Beams and columns are provided at both ends of the beam body in the length direction. It extends vertically downward perpendicular to the beam body. A support plate is provided on the beam body and located at the bottom of the beam body. The support plate is arranged in an arc shape as a whole. The notch of the arc-shaped support plate faces away from the beam body. The support plate The surface away from the notch of the support plate is in contact with the bottom of the beam body. The two end surfaces of the support plate away from the beam body are respectively in contact with the beam columns on both sides. The utility model has the effect of reducing the deformation of the middle part of the beam body.
以上装置在进行使用时,可以很好的对梁体的中部进行支撑,但是在对支撑板进行固定时,由于支撑板的两端底部采用卡扣状与倒刺进行卡接的,所以在进行对支撑架进行固定时,需要把支撑梁弯曲到一定程度,才能便于对支撑板的固定,而在弯曲支撑板时,较为费力,从而导致安装的效率,为此我们提出建筑房屋框架梁。When the above device is used, it can well support the middle part of the beam body. However, when the support plate is fixed, since the bottoms of both ends of the support plate are snap-shaped and barb-shaped, it is difficult to fix the support plate. When fixing the support frame, the support beam needs to be bent to a certain extent in order to facilitate the fixation of the support plate. However, it is more laborious to bend the support plate, which reduces the efficiency of the installation. For this reason, we propose building frame beams for houses.
实用新型内容Utility model content
针对现有技术的不足,本申请提供了建筑房屋框架梁,克服了现有技术的不足,旨在解决安装支撑板时较为费力的问题。In view of the shortcomings of the existing technology, this application provides a frame beam for building a house, which overcomes the shortcomings of the existing technology and aims to solve the problem of laborious installation of support plates.
为实现上述目的,本申请提供如下技术方案:建筑房屋框架梁,包括梁体,所述梁体的顶端安装有支撑梁,所述梁体的相对侧均固定连接有支撑块,所述支撑块的顶端设置有支撑板,所述支撑板的两端底部均固定连接有限位板,所述支撑块的顶端开设有供所述限位板卡接的卡槽,所述支撑板的顶端固定连接有弧形板,所述弧形板与所述支撑梁相抵接,位于所述梁体的相对侧与所述支撑块的下方设置有辅助板,所述辅助板的两端分别固定连接于所述梁体以及所述支撑块,所述弧形板的两侧顶端均固定连接有挡板,所述挡板的顶端与所述支撑梁的两侧底端相抵接,所述支撑梁的内部贯穿开设有供混凝土灌入的通孔。In order to achieve the above purpose, this application provides the following technical solution: building a house frame beam, including a beam body, a support beam is installed on the top of the beam body, and support blocks are fixedly connected to the opposite sides of the beam body. The support blocks The top of the support block is provided with a support plate, and the bottoms of both ends of the support plate are fixedly connected to the limit plates. The top of the support block is provided with a slot for the limit plate to be connected. The top of the support plate is fixedly connected. There is an arc plate, the arc plate is in contact with the support beam, and an auxiliary plate is provided on the opposite side of the beam body and below the support block. Both ends of the auxiliary plate are respectively fixedly connected to the The beam body and the support block, the top ends of both sides of the arc-shaped plate are fixedly connected with baffles, the top ends of the baffles are in contact with the bottom ends of both sides of the support beam, and the inside of the support beam There are through holes for pouring concrete.
通过上述技术方案,利用设置的梁体来对支撑梁进行安装,并利用设置的支撑块来对支撑板进行连接,将支撑板平推到支撑块上,随后利用设置的限位板卡进限位槽中来对支撑板进行限定,同时利用设置的弧形板来对支撑梁的中部进一步的支撑,尽可能地避免支撑梁的中部受到较重的压力时发生倾斜的问题,同时利用限位槽来与限位板进行连接,尽可能地节省一定的安装支撑板时的效率,利用弧形板与支撑梁之间的抵接,进一步的增加弧形板与支撑梁之间的连接力 ,并利用设置的辅助板来对支撑块进行支撑,尽可能地增加支撑块的牢固性,同时利用挡板将弧形板顶部与支撑梁底部的空间进行遮挡,同时利用开设的通孔便于灌入混凝土之后进一步的将弧形板与支撑梁进行连接在一起。Through the above technical solution, the set beam body is used to install the support beam, and the set support block is used to connect the support plate. The support plate is pushed flatly onto the support block, and then the set limit plate is used to snap into the limit slot. Joly restricts the support plate, and uses the arc-shaped plate to further support the middle part of the support beam, so as to avoid the problem of tilting when the middle part of the support beam is subjected to heavy pressure, and at the same time, the limit slot is used to Connect with the limit plate to save as much efficiency as possible when installing the support plate. Use the contact between the arc plate and the support beam to further increase the connection force between the arc plate and the support beam, and use An auxiliary plate is set up to support the support block to increase the firmness of the support block as much as possible. At the same time, the baffle is used to block the space between the top of the arc plate and the bottom of the support beam. At the same time, the through hole is used to facilitate the pouring of concrete. Further connect the arc plate and the support beam.
作为本申请的一种优选技术方案,所述限位板的底端开设有滚动槽,所述滚动槽的内部滚动连接有滚珠,所述滚珠穿过所述滚动槽的槽口并与所述卡槽相接触。As a preferred technical solution of the present application, a rolling groove is provided at the bottom end of the limiting plate, and balls are rollingly connected inside the rolling groove. The balls pass through the notch of the rolling groove and are connected with the rolling groove. The card slots are touching.
通过上述技术方案,利用设置的滚珠来尽可能地减少在卡入限位板时,限位板与限位槽之间产生的摩擦力。Through the above technical solution, the provided balls are used to reduce as much as possible the friction force generated between the limiting plate and the limiting groove when the limiting plate is clamped.
作为本申请的一种优选技术方案,两组所述支撑块的相对侧均设置有固定螺栓,所述固定螺栓穿过所述支撑块以及所述限位板并螺纹连接于所述梁体。As a preferred technical solution of the present application, two sets of support blocks are provided with fixing bolts on opposite sides, and the fixing bolts pass through the support blocks and the limiting plate and are threadedly connected to the beam body.
通过上述技术方案,利用设置的固定螺栓在将限位板卡进支撑块中将限位板固定在支撑块中。Through the above technical solution, the limiting plate is clamped into the supporting block by using the provided fixing bolts to fix the limiting plate in the supporting block.
作为本申请的一种优选技术方案,位于所述支撑块的一端底部与所述梁体之间设置有加强筋,所述加强筋的两侧分别固定连接于所述支撑块以及所述梁体,所述加强筋呈三角状结构设置。As a preferred technical solution of the present application, a reinforcing rib is provided between the bottom of one end of the support block and the beam body, and both sides of the reinforcing rib are fixedly connected to the support block and the beam body respectively. The reinforcing ribs are arranged in a triangular structure.
通过上述技术方案,利用设置的加强筋来进一步的增加支撑块与梁体之间的连接力。Through the above technical solution, the provided reinforcing ribs are used to further increase the connection force between the support block and the beam body.
作为本申请的一种优选技术方案,所述支撑梁的两端底部均固定连接有限位杆,所述梁体的顶端开设有供所述限位杆插接的限位孔,所述限位杆为中空状结构设置。As a preferred technical solution of the present application, the bottoms of both ends of the support beam are fixedly connected with limit rods, and the top of the beam body is provided with a limit hole for the limit rod to be inserted. The rod is provided with a hollow structure.
通过上述技术方案,利用设置的限位杆卡进梁体上的限位孔中来对支撑梁在梁体上的位置进行限定,同时利用限位杆为中空状便于浇灌混凝土以便于进一步的对支撑梁在梁体的上位置进行固定。Through the above technical solution, the position of the support beam on the beam body is limited by using the set limit rod to snap into the limit hole on the beam body. At the same time, the limit rod is hollow to facilitate pouring of concrete for further alignment. The support beam is fixed at the upper position of the beam body.
作为本申请的一种优选技术方案,所述支撑板的顶端螺纹连接有若干组支撑螺杆,所述支撑螺杆的顶端外侧螺纹连接有转动套,所述转动套的外侧固定连接有转动杆,所述弧形板的底端开设有供所述支撑螺杆螺纹连接的螺纹槽。As a preferred technical solution of the present application, the top end of the support plate is threadedly connected with several sets of support screws, the outer top of the support screw is threadedly connected with a rotating sleeve, and the outer side of the rotating sleeve is fixedly connected with a rotating rod, so The bottom end of the arc plate is provided with a threaded groove for threaded connection of the support screw.
通过上述技术方案,利用设置的转动杆转动转动套将支撑螺杆从支撑板中转出,同时利用设置的螺纹槽来对支撑螺杆进行连接,尽可能地增加弧形板的稳定性。Through the above technical solution, the provided rotating rod is used to rotate the rotating sleeve to rotate the supporting screw rod out of the supporting plate. At the same time, the provided threaded groove is used to connect the supporting screw rod, thereby increasing the stability of the arc plate as much as possible.
本申请的有益效果:Beneficial effects of this application:
利用设置的梁体来对支撑梁进行安装,并利用设置的支撑块来对支撑板进行连接,将支撑板平推到支撑块上,随后利用设置的限位板卡进限位槽中来对支撑板进行限定,同时利用设置的弧形板来对支撑梁的中部进一步的支撑,尽可能地避免支撑梁的中部受到较重的压力时发生倾斜的问题,同时利用限位槽来与限位板进行连接,尽可能地节省一定的安装支撑板时的效率,利用弧形板与支撑梁之间的抵接,进一步的增加弧形板与支撑梁之间的连接力 ,并利用设置的辅助板来对支撑块进行支撑,尽可能地增加支撑块的牢固性,同时利用挡板将弧形板顶部与支撑梁底部的空间进行遮挡,同时利用开设的通孔便于灌入混凝土之后进一步的将弧形板与支撑梁进行连接在一起。Use the set beam body to install the support beam, use the set support block to connect the support plate, push the support plate flatly onto the support block, and then use the set limit plate to snap into the limit groove to align the support plate limit, and use the arc-shaped plate to further support the middle part of the support beam, so as to avoid the problem of tilting when the middle part of the support beam is under heavy pressure, and use the limit groove to communicate with the limit plate. connection, try to save a certain amount of efficiency when installing the support plate, use the contact between the arc plate and the support beam to further increase the connection force between the arc plate and the support beam, and use the set auxiliary plate to Support the support block to increase the firmness of the support block as much as possible. At the same time, use baffles to block the space between the top of the arc plate and the bottom of the support beam. At the same time, use the through holes to facilitate further filling of the arc after pouring concrete. The plates are connected to the support beams.
附图说明Description of drawings
图1为本申请的正视结构示意图;Figure 1 is a schematic front view of the structure of this application;
图2为本申请的内部结构示意图;Figure 2 is a schematic diagram of the internal structure of this application;
图3为本申请的图2中A处结构示意图。Figure 3 is a schematic structural diagram of position A in Figure 2 of the present application.
图中:1、梁体;2、支撑梁;3、支撑板;4、弧形板;5、支撑块;6、限位板;7、滚珠;8、辅助板;9、支撑螺杆;10、转动套;11、转动杆;12、卡杆;13、卡槽;14、螺纹槽;15、限位杆;16、限位孔;17、加强筋;18、挡板。In the picture: 1. Beam body; 2. Support beam; 3. Support plate; 4. Arc plate; 5. Support block; 6. Limit plate; 7. Ball; 8. Auxiliary plate; 9. Support screw; 10 , rotating sleeve; 11. rotating rod; 12. clamping rod; 13. clamping groove; 14. threaded groove; 15. limiting rod; 16. limiting hole; 17. reinforcing rib; 18. baffle.
具体实施方式Detailed ways
下面将结合本申请实施例中的附图,对本申请实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本申请一部分实施例,而不是全部的实施例。基于本申请中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本申请保护的范围。The technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only some of the embodiments of the present application, rather than all of the embodiments. Based on the embodiments in this application, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of this application.
参照图1-图3,建筑房屋框架梁,包括梁体1,梁体1的顶端安装有支撑梁2,梁体1的相对侧均固定连接有支撑块5,支撑块5的顶端设置有支撑板3,支撑板3的两端底部均固定连接有限位板6,支撑块5的顶端开设有供限位板6卡接的卡槽,支撑板3的顶端固定连接有弧形板4,弧形板4与支撑梁2相抵接,位于梁体1的相对侧与支撑块5的下方设置有辅助板8,辅助板8的两端分别固定连接于梁体1以及支撑块5,弧形板4的两侧顶端均固定连接有挡板18,挡板18的顶端与支撑梁2的两侧底端相抵接,支撑梁2的内部贯穿开设有供混凝土灌入的通孔。利用设置的梁体1来对支撑梁2进行安装,并利用设置的支撑块5来对支撑板3进行连接,将支撑板3平推到支撑块5上,随后利用设置的限位板6卡进限位槽中来对支撑板3进行限定,同时利用设置的弧形板4来对支撑梁2的中部进一步的支撑,尽可能地避免支撑梁2的中部受到较重的压力时发生倾斜的问题,同时利用限位槽来与限位板6进行连接,尽可能地节省一定的安装支撑板3时的效率,利用弧形板4与支撑梁2之间的抵接,并利用设置的辅助板8来对支撑块5进行支撑,尽可能地增加支撑块5的牢固性,同时利用挡板18将弧形板4顶部与支撑梁2底部的空间进行遮挡,同时利用开设的通孔便于灌入混凝土之后进一步的将弧形板4与支撑梁2进行连接在一起。Referring to Figures 1 to 3, the frame beam of a building house includes a beam body 1. A support beam 2 is installed on the top of the beam body 1. The opposite sides of the beam body 1 are fixedly connected with support blocks 5. The top of the support block 5 is provided with a support. Board 3, the bottom of both ends of the support plate 3 are fixedly connected to the limit plate 6, the top of the support block 5 is provided with a slot for the limit plate 6 to engage, the top of the support plate 3 is fixedly connected to an arc plate 4, the arc The shaped plate 4 is in contact with the support beam 2. An auxiliary plate 8 is provided on the opposite side of the beam body 1 and below the support block 5. The two ends of the auxiliary plate 8 are fixedly connected to the beam body 1 and the support block 5 respectively. The arc-shaped plate The top ends of both sides of the support beam 4 are fixedly connected with baffles 18. The tops of the baffles 18 are in contact with the bottom ends of both sides of the support beam 2. The support beam 2 has through holes for pouring concrete. Use the provided beam body 1 to install the support beam 2, and use the provided support block 5 to connect the support plate 3. Push the support plate 3 flatly onto the support block 5, and then use the provided limit plate 6 to clamp it. into the limiting groove to limit the support plate 3, and at the same time, use the provided arc plate 4 to further support the middle part of the support beam 2, so as to avoid the middle part of the support beam 2 from tilting when it is subjected to heavy pressure. Problem, at the same time, use the limit groove to connect with the limit plate 6, save as much efficiency as possible when installing the support plate 3, use the contact between the arc plate 4 and the support beam 2, and use the assistance of the setting The plate 8 is used to support the support block 5 to increase the firmness of the support block 5 as much as possible. At the same time, the baffle 18 is used to block the space between the top of the arc plate 4 and the bottom of the support beam 2. At the same time, the through holes are used to facilitate filling. After pouring the concrete, the arc plate 4 and the support beam 2 are further connected together.
参照图1-图3,限位板6的底端开设有滚动槽,滚动槽的内部滚动连接有滚珠7,滚珠7穿过滚动槽的槽口并与限位槽相接触。两组支撑块5的相对侧均设置有固定螺栓,固定螺栓穿过支撑块5以及限位板6并螺纹连接于梁体1。利用设置的加强筋17来进一步的增加支撑块5与梁体1之间的连接力。位于支撑块5的一端底部与梁体1之间设置有加强筋17,加强筋17的两侧分别固定连接于支撑块5以及梁体1,加强筋17呈三角状结构设置;利用设置的滚珠7来尽可能地减少在卡入限位板6时,限位板6与限位槽之间产生的摩擦力。利用设置的固定螺栓在将限位板6卡进支撑块5中将限位板6固定在支撑块5中。Referring to Figures 1-3, the bottom end of the limiting plate 6 is provided with a rolling groove, and the inside of the rolling groove is rollingly connected with the ball 7. The ball 7 passes through the notch of the rolling groove and contacts the limiting groove. The two sets of support blocks 5 are provided with fixing bolts on opposite sides. The fixing bolts pass through the support blocks 5 and the limiting plates 6 and are threadedly connected to the beam body 1 . The provided reinforcing ribs 17 are used to further increase the connection force between the support block 5 and the beam body 1 . A reinforcing rib 17 is provided between the bottom of one end of the support block 5 and the beam body 1. Both sides of the reinforcing rib 17 are fixedly connected to the support block 5 and the beam body 1 respectively. The reinforcing rib 17 is arranged in a triangular structure; using the provided balls 7 to minimize the friction force generated between the limiting plate 6 and the limiting groove when the limiting plate 6 is stuck. Use the provided fixing bolts to snap the limiting plate 6 into the supporting block 5 to fix the limiting plate 6 in the supporting block 5 .
参照图1-图3,支撑梁2的两端底部均固定连接有限位杆15,梁体1的顶端开设有供限位杆15插接的限位孔16,限位杆15为中空状结构设置;利用设置的限位杆15卡进梁体1上的限位孔16中来对支撑梁2在梁体1上的位置进行限定,同时利用限位杆15为中空状便于浇灌混凝土以便于进一步的对支撑梁2在梁体1的上位置进行固定。Referring to Figures 1-3, the bottoms of both ends of the support beam 2 are fixedly connected to the limit rods 15. The top of the beam body 1 is provided with a limit hole 16 for the limit rod 15 to be inserted. The limit rod 15 is a hollow structure. Setting; use the set limit rod 15 to snap into the limit hole 16 on the beam body 1 to limit the position of the support beam 2 on the beam body 1. At the same time, use the limit rod 15 to be hollow to facilitate pouring concrete. Further, the support beam 2 is fixed at the upper position of the beam body 1 .
参照图1-图3,支撑板3的顶端螺纹连接有若干组支撑螺杆9,支撑螺杆9的顶端外侧螺纹连接有转动套10,转动套10的外侧固定连接有转动杆11,弧形板4的底端开设有供支撑螺杆9螺纹连接的螺纹槽14;利用设置的转动杆11转动转动套10将支撑螺杆9从支撑板3中转出,同时利用设置的螺纹槽14来对支撑螺杆9进行连接,尽可能地增加弧形板4的稳定性。Referring to Figures 1 to 3, the top of the support plate 3 is threadedly connected with several sets of support screws 9, and the top of the support screws 9 is threadedly connected with a rotating sleeve 10. The outer side of the rotating sleeve 10 is fixedly connected with a rotating rod 11, and the arc plate 4 The bottom end of the support screw 9 is provided with a threaded groove 14 for threaded connection; the provided rotating rod 11 is used to rotate the rotating sleeve 10 to rotate the supporting screw 9 out of the support plate 3, and at the same time, the provided threaded groove 14 is used to rotate the supporting screw 9 Make connections to increase the stability of the arc plate 4 as much as possible.
工作原理:在使用时,利用设置的梁体1来对支撑梁2进行安装,并利用设置的支撑块5来对支撑板3进行连接,将支撑板3平推到支撑块5上,随后利用设置的限位板6卡进限位槽中来对支撑板3进行限定,同时利用设置的弧形板4来对支撑梁2的中部进一步的支撑,尽可能地避免支撑梁2的中部受到较重的压力时发生倾斜的问题,同时利用限位槽来与限位板6进行连接,尽可能地节省一定的安装支撑板3时的效率,利用弧形板4与支撑梁2之间的连接,进一步的增加弧形板4与支撑梁2之间的连接力 ,并利用设置的辅助板8来对支撑块5进行支撑,尽可能地增加支撑块5的牢固性,同时利用挡板18将弧形板4顶部与支撑梁2底部的空间进行遮挡,同时利用开设的通孔便于灌入混凝土之后进一步的将弧形板4与支撑梁2进行连接在一起。Working principle: When in use, use the set beam body 1 to install the support beam 2, use the set support block 5 to connect the support plate 3, push the support plate 3 flat onto the support block 5, and then use The limit plate 6 is inserted into the limit groove to limit the support plate 3. At the same time, the arc plate 4 is used to further support the middle part of the support beam 2, so as to avoid the middle part of the support beam 2 from being damaged as much as possible. The problem of tilt occurs under heavy pressure. At the same time, the limit groove is used to connect with the limit plate 6, so as to save a certain amount of efficiency when installing the support plate 3. The connection between the arc plate 4 and the support beam 2 is used. , further increase the connection force between the arc plate 4 and the support beam 2, and use the provided auxiliary plate 8 to support the support block 5, increase the firmness of the support block 5 as much as possible, and use the baffle 18 to The space between the top of the arc plate 4 and the bottom of the support beam 2 is shielded, and the through holes are used to facilitate the further connection of the arc plate 4 and the support beam 2 after pouring concrete.
以上仅为本申请的优选实施例而已,并不用于限制本申请,尽管参照前实施例对本申请进行了详细的说明,对于本领域的技术人员来说,其依然可以对前各实施例记载的技术方案进行修改,或者对其中部分技术特征进行等同替换。凡在本申请的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本申请的保护范围之内。The above are only preferred embodiments of the present application and are not intended to limit the present application. Although the present application has been described in detail with reference to the previous embodiments, those skilled in the art can still make changes to the methods described in the previous embodiments. Modify the technical solution, or make equivalent replacements for some of its technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of this application shall be included in the protection scope of this application.
Claims (6)
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| CN202321615217.4U CN220538858U (en) | 2023-06-25 | 2023-06-25 | Frame beam for building house |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202321615217.4U CN220538858U (en) | 2023-06-25 | 2023-06-25 | Frame beam for building house |
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