CN220318752U - Concrete composite board column structure - Google Patents

Concrete composite board column structure Download PDF

Info

Publication number
CN220318752U
CN220318752U CN202223378143.5U CN202223378143U CN220318752U CN 220318752 U CN220318752 U CN 220318752U CN 202223378143 U CN202223378143 U CN 202223378143U CN 220318752 U CN220318752 U CN 220318752U
Authority
CN
China
Prior art keywords
concrete
column
shaped
slab
column structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202223378143.5U
Other languages
Chinese (zh)
Inventor
朱鸿寅
马健
李勇刚
徐盛儿
钱杰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Zhejiang Province Institute of Architectural Design and Research
Original Assignee
Zhejiang Province Institute of Architectural Design and Research
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang Province Institute of Architectural Design and Research filed Critical Zhejiang Province Institute of Architectural Design and Research
Priority to CN202223378143.5U priority Critical patent/CN220318752U/en
Application granted granted Critical
Publication of CN220318752U publication Critical patent/CN220318752U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses a concrete combined plate column structure, which comprises the following components: the concrete column is arranged on a concrete slab at the top end of the concrete column, and the mounting mechanisms are arranged on two side walls of the concrete column and are used for supporting a bearing mechanism at the bottom end of the concrete slab; pouring the concrete column and the concrete slab into a whole; according to the utility model, the installation mechanism is arranged, when the bearing assembly is required to be installed, the four sleeve blocks are mutually separated, the four L-shaped columns are embedded into the two groove bodies, and through the cooperation of the two springs, the four L-shaped columns and the four clamps Kong Qige on the concrete slab can be installed when in use, otherwise, the bearing assembly is detachable, the operation is simple, the use is convenient, the labor is saved when the bearing assembly is installed and detached, and the problem that the existing bearing assembly is inconvenient to replace or disassemble in a fixed mode is effectively solved.

Description

一种混凝土组合板柱结构A concrete composite plate and column structure

技术领域Technical field

本实用新型涉及建筑结构技术领域,具体是一种混凝土组合板柱结构。The utility model relates to the technical field of building structures, specifically a concrete composite slab-column structure.

背景技术Background technique

钢筋混凝土板柱结构俗称无梁楼盖结构,是指结构骨架由钢筋混凝土板和钢筋混凝土柱通过板柱节点连结而成的结构体系,其中板按形式可以设计成混凝土平板、带肋混凝土板、空腹夹层混凝土板、双向密肋格形混凝土板,按配筋不同可以设计成普通钢筋混凝土板、部分预应力混凝土板、钢纤维混凝土板;柱子一般为钢筋混凝土矩形柱或圆柱。Reinforced concrete slab-column structure, commonly known as beamless floor structure, refers to a structural system in which the structural skeleton is composed of reinforced concrete slabs and reinforced concrete columns connected through slab-column nodes. The slabs can be designed into concrete slabs, ribbed concrete slabs, Open-web sandwich concrete slabs and two-way dense-ribbed lattice concrete slabs can be designed into ordinary reinforced concrete slabs, partially prestressed concrete slabs, and steel fiber concrete slabs according to different reinforcements; columns are generally reinforced concrete rectangular columns or columns.

现有的可参考授公告号为:CN208533696U的中国实用新型专利,其公开了一种钢-混凝土组合板柱结构,本申请的结构相对于混凝土板、柱内埋设型钢的板柱结构,一方面能够有效减小板、柱的截面尺寸,另一方面减小现场施工难度,更容易保证节点区施工质量;节点区采用组合钢架支托,对柱头区域形成封闭套箍,对柱头混凝土充分约束,同时结合栓钉连接、柱纵筋与套箍的焊接连接,可以大大提高节点区的承载性能,提升板柱结构的安全承载性能。The existing Chinese utility model patent with the publication number: CN208533696U discloses a steel-concrete composite slab-column structure. Compared with the slab-column structure in which profiled steel is embedded in concrete slabs and columns, on the one hand, the structure of this application It can effectively reduce the cross-sectional size of slabs and columns. On the other hand, it reduces the difficulty of on-site construction and makes it easier to ensure the construction quality of the node area. The node area uses a combined steel frame support to form a closed collar on the column head area and fully restrain the column head concrete. , combined with bolt connections and welded connections between column longitudinal bars and ferrules, can greatly improve the load-bearing performance of the node area and improve the safe load-bearing performance of the slab-column structure.

但是上述的混凝土组合板柱结构在使用时还存在以下问题,其一,设置的承载机构为固定模式,在使用时,当需要将承载机构更换或者拆卸时,非常不便,其二,设置的承载机构不能够根据所需混凝土板承载力的位置调节使用,使用效果较为不佳,不便于将混凝土板较好的放置支撑,有待进一步改进,因此,本领域技术人员提供了一种混凝土组合板柱结构,以解决上述背景技术中提出的问题。However, the above-mentioned concrete composite slab-column structure still has the following problems when in use. First, the load-bearing mechanism is in a fixed mode. During use, when the load-bearing mechanism needs to be replaced or disassembled, it is very inconvenient. Second, the load-bearing mechanism is installed in a fixed mode. The mechanism cannot be adjusted according to the position of the required bearing capacity of the concrete slab, and the use effect is relatively poor. It is inconvenient to place and support the concrete slab well, and needs further improvement. Therefore, those skilled in the art have provided a concrete composite slab column. structure to solve the problems raised in the above background technology.

实用新型内容Utility model content

本实用新型的目的在于提供一种混凝土组合板柱结构,以解决上述背景技术中提出的现有的混凝土组合板柱结构不便于安装拆卸及调节的问题。The purpose of this utility model is to provide a concrete composite slab-column structure to solve the problem that the existing concrete composite slab-column structure is inconvenient for installation, disassembly and adjustment proposed in the above background technology.

为实现上述目的,本实用新型提供如下技术方案:In order to achieve the above purpose, the present utility model provides the following technical solutions:

一种混凝土组合板柱结构,包括:A concrete composite plate and column structure, including:

混凝土柱,设置于混凝土柱顶端的混凝土板,其混凝土柱与混凝土板浇筑一体成型,设置于混凝土柱两侧外壁的安装机构,用于支撑混凝土板底端的承载机构。Concrete column is a concrete slab set at the top of the concrete column. The concrete column and the concrete slab are cast in one piece. The installation mechanism is set on the outer walls of both sides of the concrete column and is used to support the load-bearing mechanism at the bottom of the concrete slab.

作为本实用新型再进一步的方案:安装机构包括:配合设置于混凝土柱两侧的U型板,固定连接于两个U型板内部的固定柱,套设于两个固定柱外部的两个套块,设置于两个固定柱外部并位于四个套块之间的弹簧,固定连接于四个套块底端的手柄,固定连接于四个套块顶端的L形柱,开设于混凝土柱两侧中部的槽体,开设于两个槽体前后方偏左侧的卡孔。As a further solution of the present invention: the installation mechanism includes: U-shaped plates arranged on both sides of the concrete column, fixed columns fixedly connected to the inside of the two U-shaped plates, and two sleeves sleeved on the outside of the two fixed columns. block, a spring arranged outside the two fixed columns and between the four sleeve blocks, a handle fixedly connected to the bottom of the four sleeve blocks, an L-shaped column fixedly connected to the top of the four sleeve blocks, opened on both sides of the concrete column The middle trough body has a hole on the left side at the front and rear of the two trough bodies.

作为本实用新型再进一步的方案:四个套块上分别开设有与两个固定柱的外部大小相互适配的通孔。As a further solution of the present invention: the four sleeve blocks are respectively provided with through holes that match the external sizes of the two fixed columns.

作为本实用新型再进一步的方案:四个L形柱的端部外部大小均与四个卡孔内部大小相适配。As a further solution of the present invention: the outer sizes of the ends of the four L-shaped columns are adapted to the inner sizes of the four clamping holes.

作为本实用新型再进一步的方案:套块通过弹簧与固定柱构成伸缩结构,且套块以混凝土板的中轴线对称设置,本实用新型的有益效果是:通过设置安装机构,在需要将承载的组件安装时,经过使其四个套块相互分离,使其四个L形柱均嵌入两个槽体内部,经过两个弹簧的配合,可将四个L形柱与混凝土板上的四个卡孔契合,可在使用时将其安装,反之,则可拆卸,操作简单,使用便捷,在安装拆卸时,节省人力,有效解决了现有的承载为固定模式不便更换或者拆卸的问题。As a further solution of the present invention: the sleeve blocks form a telescopic structure through springs and fixed columns, and the sleeve blocks are arranged symmetrically with the central axis of the concrete slab. The beneficial effects of the present invention are: by setting the installation mechanism, the load-bearing load can be moved when needed. When the component is installed, the four sets of blocks are separated from each other so that the four L-shaped columns are embedded inside the two tanks. With the cooperation of the two springs, the four L-shaped columns can be connected to the four on the concrete slab. The snap holes fit well and can be installed during use. Otherwise, they are detachable, simple to operate, and convenient to use. It saves manpower during installation and disassembly, and effectively solves the problem of the existing fixed load bearing mode being inconvenient to replace or disassemble.

作为本实用新型再进一步的方案:承载机构包括:固定连接于两个U型板前壁端壁的前U形座,通过轴承转动连接于两个前U形座内部的丝杆,其两个前U形座侧部均设置有转扭,且两个转扭均与两个丝杆固定连接,螺纹连接于两个丝杆外部的移动块,固定连接有两个移动块后端的连接板,固定连接于两个连接板后端的连接块,套设于两个连接块上的导向柱。As a further solution of the present invention: the load-bearing mechanism includes: a front U-shaped seat fixedly connected to the front wall end wall of the two U-shaped plates, and a screw rod rotatably connected to the inside of the two front U-shaped seats through a bearing. The sides of the front U-shaped seat are equipped with twists, and the two twists are fixedly connected to the two screw rods. They are threadedly connected to the moving blocks outside the two screw rods and fixedly connected to the connecting plates at the rear ends of the two moving blocks. The connecting blocks are fixedly connected to the rear ends of the two connecting plates, and the guide pillars are sleeved on the two connecting blocks.

作为本实用新型再进一步的方案:两个导向柱两端均与两个后U形座内侧固定连接,其两个后U形座分别与两个U型板后端壁固定连接,固定连接于两个连接板顶端的一组L型板,其两组L型板的顶端一侧均固定连接有承载板。As a further solution of the present invention: both ends of the two guide columns are fixedly connected to the inner sides of the two rear U-shaped seats, and the two rear U-shaped seats are respectively fixedly connected to the rear end walls of the two U-shaped plates, and are fixedly connected to There is a set of L-shaped plates at the top of the two connecting plates, and the top sides of the two sets of L-shaped plates are fixedly connected with load-bearing plates.

作为本实用新型再进一步的方案:两个移动块上均开设有与两个丝杆的外表面相互匹配的螺纹孔,两个连接块上均开设有与两个导向柱的外部大小相互适配的通孔。As a further solution of the present invention: both moving blocks are provided with threaded holes that match the outer surfaces of the two screw rods, and both connecting blocks are provided with threaded holes that match the external sizes of the two guide posts. of through holes.

作为本实用新型再进一步的方案:移动块在丝杆表面进行活动且向后U形座内壁一侧进行延伸。As a further solution of the present invention: the moving block moves on the surface of the screw rod and extends to one side of the inner wall of the rear U-shaped seat.

作为本实用新型再进一步的方案:两组L型板均为等距设置,两个承载板之间为对称设置,本实用新型的有益效果是:通过设置承载机构,设置的两个承载板用于将其混凝土板进行支撑,其两个丝杆、移动块、连接块及导向柱等的配合使用,便于将两个承载板进行调节,可在使用时,便于根据所需承载的位置进行支撑使用,承载力好,使用平稳,提高了该结构的实用性。As a further solution of the present invention: the two sets of L-shaped plates are equidistantly arranged, and the two load-bearing plates are arranged symmetrically. The beneficial effect of the present invention is: by arranging the load-bearing mechanism, the two load-bearing plates are provided with In order to support the concrete slab, the two screw rods, moving blocks, connecting blocks and guide columns are used together to facilitate the adjustment of the two load-bearing plates. When in use, it is convenient to support according to the required load-bearing position. It has good bearing capacity and stable use, which improves the practicality of the structure.

附图说明Description of the drawings

图1为一种混凝土组合板柱结构的整体结构示意图。Figure 1 is a schematic diagram of the overall structure of a concrete composite slab-column structure.

图2为一种混凝土组合板柱结构混凝土柱局部结构示意图。Figure 2 is a schematic diagram of the partial structure of a concrete column in a concrete composite slab-column structure.

图3为一种混凝土组合板柱结构安装机构结构示意图。Figure 3 is a schematic diagram of the installation mechanism of a concrete composite slab-column structure.

图4为一种混凝土组合板柱结构中承载机构结构示意图。Figure 4 is a schematic structural diagram of the load-bearing mechanism in a concrete composite slab-column structure.

图5为一种混凝土组合板柱结构图3中A出放大的结构示意图。Figure 5 is an enlarged structural schematic diagram of A in Figure 3 of a concrete composite slab-column structure.

图中:1、混凝土柱;2、混凝土板;3、安装机构;301、U型板;302、固定柱;303、套块;304、弹簧;305、手柄;306、L形柱;307、槽体;308、卡孔;4、承载机构;401、前U形座;402、丝杆;403、转扭;404、移动块;405、连接板;406、连接块;407、导向柱;408、后U形座;409、L型板;410、承载板。In the picture: 1. Concrete column; 2. Concrete slab; 3. Installation mechanism; 301. U-shaped plate; 302. Fixed column; 303. Set block; 304. Spring; 305. Handle; 306. L-shaped column; 307. Tank body; 308, clamping hole; 4, load-bearing mechanism; 401, front U-shaped seat; 402, screw rod; 403, twist; 404, moving block; 405, connecting plate; 406, connecting block; 407, guide column; 408. Rear U-shaped seat; 409. L-shaped plate; 410. Bearing plate.

具体实施方式Detailed ways

下面将结合本实用新型实施例中的附图,对本实用新型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实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,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,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only part of the embodiments of the present utility model, not all implementations. example. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the present utility model.

请参阅图1至图5,本实用新型实施例中,一种底板密封胶接装置,包括:混凝土柱1,设置于混凝土柱1顶端的混凝土板2,其混凝土柱1与混凝土板2浇筑一体成型,设置于混凝土柱1两侧壁的安装机构3,用于支撑混凝土板2底端的承载机构4。Please refer to Figures 1 to 5. In an embodiment of the present utility model, a bottom plate sealing and bonding device includes: a concrete column 1, and a concrete plate 2 arranged on the top of the concrete column 1. The concrete column 1 and the concrete plate 2 are cast integrally. The mounting mechanism 3 is formed and arranged on both sides of the concrete column 1 to support the load-bearing mechanism 4 at the bottom of the concrete slab 2 .

具体的,设置的安装机构3用于将所需的承载组件进行安装或拆卸,设置的承载机构4用于将混凝土板2较好的放置,起到了较好的平稳性。Specifically, the installation mechanism 3 is used to install or disassemble the required load-bearing components, and the load-bearing mechanism 4 is used to place the concrete slab 2 better, achieving better stability.

安装机构3包括:配合设置于混凝土柱1两侧的U型板301,固定连接于两个U型板301内部的固定柱302,套设于两个固定柱302外部的两个套块303,设置于两个固定柱302外部并位于四个套块303之间的弹簧304,固定连接于四个套块303底端的手柄305,固定连接于四个套块303顶端的L形柱306,开设于混凝土柱1两侧中部的槽体307,开设于两个槽体307前后方偏左侧的卡孔308。The installation mechanism 3 includes: U-shaped plates 301 arranged on both sides of the concrete column 1, fixed columns 302 fixedly connected to the inside of the two U-shaped plates 301, and two sleeve blocks 303 sleeved on the outside of the two fixed columns 302. The spring 304 provided outside the two fixed columns 302 and between the four sleeve blocks 303 is fixedly connected to the handle 305 at the bottom of the four sleeve blocks 303, and is fixedly connected to the L-shaped column 306 at the top of the four sleeve blocks 303. The groove bodies 307 in the middle of both sides of the concrete column 1 are provided with blocking holes 308 on the left side of the two groove bodies 307 at the front and rear.

四个套块303上分别开设有与两个固定柱302的外部大小相互适配的通孔。The four sleeve blocks 303 are respectively provided with through holes that match the external sizes of the two fixing posts 302 .

四个L形柱306的端部外部大小均与四个卡孔308内部大小相适配。The outer sizes of the ends of the four L-shaped pillars 306 are adapted to the inner sizes of the four clamping holes 308 .

套块303通过弹簧304与固定柱302构成伸缩结构,且套块303以混凝土板2的中轴线对称设置。The sleeve block 303 forms a telescopic structure through the spring 304 and the fixed column 302, and the sleeve block 303 is arranged symmetrically with the central axis of the concrete slab 2.

承载机构4包括:固定连接于两个U型板301前壁端壁的前U形座401,通过轴承转动连接于两个前U形座401内部的丝杆402,其两个前U形座401侧部均设置有转扭403,且两个转扭403均与两个丝杆402固定连接,螺纹连接于两个丝杆402外部的移动块404,固定连接有两个移动块404后端的连接板405,固定连接于两个连接板405后端的连接块406,套设于两个连接块406上的导向柱407,其两个导向柱407两端均与两个后U形座408内侧固定连接,其两个后U形座408分别与两个U型板301后端壁固定连接,固定连接于两个连接板405顶端的一组L型板409,其两组L型板409的顶端一侧均固定连接有承载板410。The load-bearing mechanism 4 includes: a front U-shaped seat 401 fixedly connected to the front wall end wall of the two U-shaped plates 301, and a screw rod 402 rotatably connected to the interior of the two front U-shaped seats 401 through bearings. 401 sides are provided with twists 403, and the two twists 403 are fixedly connected to the two screw rods 402, and are threadedly connected to the moving blocks 404 outside the two screw rods 402, and are fixedly connected to the rear ends of the two moving blocks 404. The connecting plate 405 is fixedly connected to the connecting block 406 at the rear end of the two connecting plates 405. The guide pillars 407 are sleeved on the two connecting blocks 406. Both ends of the two guide pillars 407 are connected to the inner sides of the two rear U-shaped seats 408. Fixedly connected, its two rear U-shaped seats 408 are fixedly connected to the rear end walls of the two U-shaped plates 301, and are fixedly connected to a set of L-shaped plates 409 at the top of the two connecting plates 405, and the two sets of L-shaped plates 409 are fixedly connected. A load-bearing plate 410 is fixedly connected to one side of the top.

两个移动块404上均开设有与两个丝杆402的外表面相互匹配的螺纹孔,两个连接块406上均开设有与两个导向柱407的外部大小相互适配的通孔。The two moving blocks 404 are each provided with threaded holes that match the outer surfaces of the two screw rods 402 , and the two connecting blocks 406 are each provided with through holes that are matched with the external sizes of the two guide posts 407 .

移动块404在丝杆402表面进行活动且向后U形座408内壁一侧进行延伸。The moving block 404 moves on the surface of the screw rod 402 and extends toward the inner wall side of the rear U-shaped seat 408 .

两组L型板409均为等距设置,两个承载板410之间为对称设置。The two sets of L-shaped plates 409 are both equidistantly arranged, and the two load-bearing plates 410 are arranged symmetrically.

经过四个L形柱306与四个卡孔308契合卡接,可将承载组件安装在混凝土柱1上,经过四个L形柱306与四个卡孔308移出,可将承载组件拆卸,经过两个移动块404在两个丝杆402转动移动,以及两个连接板405的配合,使其两个连接块406上在两个导向柱407外部移动,起到导向的作用,可使两个承载板410根据所需承载的位置进行调节支撑使用。The load-bearing assembly can be installed on the concrete column 1 through the four L-shaped columns 306 and the four clamping holes 308. After the four L-shaped columns 306 and the four clamping holes 308 are removed, the load-bearing assembly can be disassembled. The two moving blocks 404 rotate and move on the two screw rods 402, and the cooperation of the two connecting plates 405 causes the two connecting blocks 406 to move outside the two guide columns 407, playing a guiding role, allowing the two The bearing plate 410 is adjusted and supported according to the required bearing position.

本实用新型的工作原理是:The working principle of this utility model is:

在使用本实用新型时,首先分别向中部拉动四个手柄305,其四个套块303均在两个固定柱302外部移动靠近,此时两个弹簧304受力压缩,然后将两个U型板301放置与两个槽体307位置对齐,使其四个L形柱306均移动嵌入两个槽体307内部,之后松开对四个手柄305施加的力,两个弹簧304复位,经过两个弹簧304的弹力,使其四个套块303均在两个固定柱302外部移动远离,进而使四个L形柱306与四个卡孔308契合卡接,即可将承载组件安装在混凝土柱1上,反之即可拆卸,均正反转动两个转扭403,使其两个移动块404在两个丝杆402转动移动,以及两个连接板405的配合,使其两个连接块406上在两个导向柱407外部移动,起到导向的作用,便于使其两组L型板409移动调节,从而使两个承载板410根据所需承载的位置进行调节支撑使用,使其具有较好的承载力,使用平稳性高。When using the utility model, first pull the four handles 305 toward the middle, and the four sleeve blocks 303 move closer to the outside of the two fixed columns 302. At this time, the two springs 304 are compressed by force, and then the two U-shaped The plate 301 is placed in alignment with the two troughs 307, so that its four L-shaped columns 306 are moved and embedded inside the two troughs 307. Then the force exerted on the four handles 305 is released, and the two springs 304 are reset. The elastic force of each spring 304 causes the four sleeve blocks 303 to move away from the outside of the two fixed columns 302, thereby causing the four L-shaped columns 306 to engage with the four clamping holes 308, and the load-bearing assembly can be installed on the concrete. On the column 1, it can be disassembled in the opposite direction. Rotate the two twists 403 forward and backward to make the two moving blocks 404 rotate and move on the two screw rods 402, and the cooperation of the two connecting plates 405 makes the two connecting blocks 406 moves outside the two guide columns 407 to play a guiding role, so that the two sets of L-shaped plates 409 can be moved and adjusted, so that the two load-bearing plates 410 can be adjusted and supported according to the required load-bearing positions, so that they have Good bearing capacity and high stability in use.

对于本领域技术人员而言,显然本实用新型不限于上述示范性实施例的细节,而且在不背离本实用新型的精神或基本特征的情况下,能够以其他的具体形式实现本实用新型。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本实用新型的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本实用新型内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。It is obvious to those skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and the present invention can be implemented in other specific forms without departing from the spirit or basic characteristics of the present invention. Therefore, from any point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the present invention is defined by the appended claims rather than the above description, and it is therefore intended that all claims falling within the rights All changes within the meaning and scope of the required equivalent elements are included in the present invention. Any reference signs in the claims shall not be construed as limiting the claim in question.

此外,应当理解,虽然本说明书按照实施方式加以描述,但并非每个实施方式仅包含一个独立的技术方案,说明书的这种叙述方式仅仅是为清楚起见,本领域技术人员应当将说明书作为一个整体,各实施例中的技术方案也可以经适当组合,形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although this specification is described in terms of implementations, not each implementation only contains an independent technical solution. This description of the specification is only for the sake of clarity, and those skilled in the art should take the specification as a whole. , the technical solutions in each embodiment can also be appropriately combined to form other implementations that can be understood by those skilled in the art.

Claims (10)

1. A concrete composite panel column structure, comprising: the concrete column is arranged on a concrete slab at the top end of the concrete column, and the mounting mechanisms are arranged on the outer walls of the two sides of the concrete column;
the mounting mechanism includes: the cooperation set up in the U template of concrete column both sides, fixed connection in two the inside fixed column of U template, the cover is located two outside two cover pieces of fixed column, set up in two outside and the spring that is located between four cover pieces of fixed column, fixed connection in four the handle of cover piece bottom, fixed connection in four the L shape post on cover piece top, set up in the cell body of concrete column both sides, set up in two the draw-in hole of cell body.
2. A concrete composite slab-column structure according to claim 1, wherein the concrete column is cast integrally with the concrete slab.
3. The concrete composite slab column structure according to claim 2, wherein through holes which are mutually matched with the outer sizes of the two fixing columns are respectively formed in the four sleeve blocks.
4. The concrete composite panel column structure of claim 2, wherein the outer dimensions of the ends of the four L-shaped columns are each adapted to the inner dimensions of the four snap holes.
5. The concrete composite slab column structure of claim 4, wherein the sleeve blocks and the fixed columns form a telescopic structure through springs; and the sleeve blocks are symmetrically arranged by the central axis of the concrete slab.
6. The concrete composite panel column structure of claim 5, further comprising: a bearing mechanism for supporting the bottom end of the concrete slab;
the bearing mechanism comprises: the guide post is characterized by comprising a front U-shaped seat fixedly connected to the end walls of the front walls of the U-shaped plates, a screw rod connected to the inner parts of the two front U-shaped seats in a rotating mode through a bearing, two rotary buttons fixedly connected with the two screw rods, two moving blocks outside the screw rod in threaded connection, two connecting plates fixedly connected with the rear ends of the moving blocks, two connecting blocks fixedly connected with the rear ends of the connecting plates, and guide posts sleeved on the two connecting blocks.
7. The concrete composite slab column structure of claim 6, wherein both ends of the two guide posts are fixedly connected with the inner sides of the two rear U-shaped seats; the two rear U-shaped seats are fixedly connected with the rear end walls of the two U-shaped plates respectively; an L-shaped plate is fixed at the top end of the connecting plate; and one side of the top end of the L-shaped plate is fixedly connected with a bearing plate.
8. The concrete composite slab column structure according to claim 6, wherein threaded holes matched with the outer surfaces of the two screw rods are formed in each of the two moving blocks; and through holes matched with the external sizes of the two guide posts are formed in the two connecting blocks.
9. The concrete composite panel column structure of claim 6, wherein the moving block moves on the surface of the screw and extends toward the inner wall side of the rear U-shaped seat.
10. The concrete composite panel column structure of claim 7, wherein the L-shaped panels are equidistantly disposed.
CN202223378143.5U 2022-12-15 2022-12-15 Concrete composite board column structure Active CN220318752U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223378143.5U CN220318752U (en) 2022-12-15 2022-12-15 Concrete composite board column structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223378143.5U CN220318752U (en) 2022-12-15 2022-12-15 Concrete composite board column structure

Publications (1)

Publication Number Publication Date
CN220318752U true CN220318752U (en) 2024-01-09

Family

ID=89408412

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223378143.5U Active CN220318752U (en) 2022-12-15 2022-12-15 Concrete composite board column structure

Country Status (1)

Country Link
CN (1) CN220318752U (en)

Similar Documents

Publication Publication Date Title
CN105780923A (en) Assembly structure of prefabricated concrete beam and concrete-filled steel tube column
CN103967268B (en) Plate construction formwork moulded by a kind of aluminium frame wood
CN102061742A (en) Shockproof reinforced concrete pseudo-classic building structural system
CN214785754U (en) Detachable layered assembly type steel structure
CN220318752U (en) Concrete composite board column structure
CN109594686A (en) A kind of assembled integral steel reinforced concrete frame support composite shear wall structure
CN209891396U (en) Intercolumnar bearing structure for steel construction
CN215331622U (en) But quick connection's shear force mounting frame for wall
CN114293656B (en) UHPC material prefabricated part for building
CN216999317U (en) Flexible pin-connected panel I-shaped steel struts template
CN106996212B (en) Light house system with shockproof function
CN222701184U (en) A steel structure that is easy to lift
CN203361681U (en) Safety anti-seismic moving house
CN205557821U (en) Reinforced concrete frame structure with shock resistance
CN221298306U (en) Precast reinforced concrete shear wall
CN220058804U (en) Pouring frame fixing structure
CN204282567U (en) A kind of flexion-proof energy consumption supporting structure
CN221957270U (en) A temporary support device for load-bearing walls of dangerous buildings
CN206971864U (en) It is a kind of that there is shockproof light-duty residential system
CN221878501U (en) Assembled board house steel construction roof
CN214885797U (en) Reinforcing device for brick-concrete structure of constructional engineering
CN214219674U (en) Removable supporting device is used in building engineering construction
CN205224579U (en) Steel framework template and self -supporting truss board combination concrete quick detach system
CN221143032U (en) Modularized building steel structure
CN217924757U (en) Temporary platform device for steel structure engineering

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant