CN211499466U - A reinforced support column for civil engineering - Google Patents

A reinforced support column for civil engineering Download PDF

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CN211499466U
CN211499466U CN201922018032.5U CN201922018032U CN211499466U CN 211499466 U CN211499466 U CN 211499466U CN 201922018032 U CN201922018032 U CN 201922018032U CN 211499466 U CN211499466 U CN 211499466U
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plate
limiting
embedded
civil engineering
limit
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丁鲁昌
何俊
汪润贵
陈常忠
姜淼钟
高峰
李业伟
宋彦峰
王义平
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Rizhao Power Supply Co of State Grid Shandong Electric Power Co Ltd
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Rizhao Power Supply Co of State Grid Shandong Electric Power Co Ltd
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Abstract

本实用新型公开了一种土建工程用加强支撑柱子,包括连接板,所述连接板的四个端角均安装有紧固螺栓,所述连接板的下端面设置有上限位板,所述上限位板的下端面均匀层叠有组合混凝土块,所述组合混凝土块的内侧安装有限位柱,所述限位柱的四个端面均安装有限位支撑杆,所述限位柱的下端面安装有下限位板,所述下限位板的四个端面均安装有两个梯型扣,所述下限位板的下端面安装有预埋板,所述预埋板的内侧设置有卡槽,所述卡槽的下端面安装有拉杆,所述拉杆的下端面安装有混凝土预埋件,所述组合混凝土块的四个端面均安装有两个斜加强筋。本实用新型使支撑柱的安装方式更加简便,使用组合混凝土块代替了浇筑方式的安装。

Figure 201922018032

The utility model discloses a reinforced support column for civil engineering, comprising a connecting plate, four end corners of the connecting plate are provided with fastening bolts, the lower end surface of the connecting plate is provided with an upper limit plate, the upper limit The lower end surface of the position plate is evenly stacked with composite concrete blocks, the inner side of the composite concrete block is installed with a limit column, the four end surfaces of the limit column are installed with limit support rods, and the lower end surface of the limit column is installed with a limit column. The lower limit plate, the four end faces of the lower limit plate are installed with two trapezoidal buckles, the lower end surface of the lower limit plate is installed with a pre-embedded plate, and the inner side of the embedded plate is provided with a slot, the A pull rod is installed on the lower end face of the clamping slot, a concrete embedded part is installed on the lower end face of the pull rod, and two oblique reinforcing ribs are installed on each of the four end faces of the composite concrete block. The utility model makes the installation method of the support column more convenient, and uses the composite concrete block to replace the installation in the pouring method.

Figure 201922018032

Description

一种土建工程用加强支撑柱子A reinforced support column for civil engineering

技术领域technical field

本实用新型涉及土建工程加强支撑柱技术领域,具体为一种土建工程用加强支撑柱子。The utility model relates to the technical field of reinforced supporting columns for civil engineering, in particular to a reinforced supporting column for civil engineering.

背景技术Background technique

随着社会经济的快速发展,因为建筑功能要求,下部大空间,上部部分竖向构件不能直接连续贯通落地,而通过水平转换结构与下部竖向构件连接,当布置的转换梁支撑上部的剪力墙的时候,转换梁叫框支梁,支撑框支梁的柱子就叫做框支柱,框支柱是转换柱的一种,特指支撑框支梁的柱子。With the rapid development of society and economy, due to the functional requirements of the building, the lower part of the large space, the upper part of the vertical members can not be directly connected to the ground, but connected with the lower vertical members through the horizontal conversion structure, when the arranged conversion beam supports the upper shear force In the case of a wall, the conversion beam is called a frame beam, and the column supporting the frame beam is called a frame column. The frame column is a type of conversion column, especially the column that supports the frame beam.

但是,现有的加强支撑柱大多数为混凝土材质,安装冷却时间长,不能调节支撑高度,以及安装麻烦,步骤繁杂;因此,不满足现有的需求,对此我们提出了一种土建工程用加强支撑柱子。However, most of the existing reinforced support columns are made of concrete, the installation and cooling time is long, the support height cannot be adjusted, and the installation is troublesome and the steps are complicated; therefore, it does not meet the existing needs. Reinforce support pillars.

实用新型内容Utility model content

本实用新型的目的在于提供一种土建工程用加强支撑柱子,以解决上述背景技术中提出的加强支撑柱大多数为混凝土材质,安装冷却时间长,不能调节支撑高度,以及安装麻烦,步骤繁杂等问题。The purpose of the present utility model is to provide a reinforced supporting column for civil engineering, so as to solve the problem that most of the reinforced supporting columns proposed in the above-mentioned background technology are made of concrete material, the installation and cooling time is long, the supporting height cannot be adjusted, and the installation is troublesome and complicated. question.

为实现上述目的,本实用新型提供如下技术方案:一种土建工程用加强支撑柱子,包括连接板,所述连接板的四个端角均安装有紧固螺栓,所述连接板的下端面设置有上限位板,所述上限位板的下端面均匀层叠有组合混凝土块,所述组合混凝土块的内侧安装有限位柱,所述限位柱的四个端面均安装有限位支撑杆,所述限位柱的下端面安装有下限位板,所述下限位板的四个端面均安装有两个梯型扣,所述下限位板的下端面安装有预埋板,所述预埋板的内侧设置有卡槽,所述卡槽的下端面安装有拉杆,所述拉杆的下端面安装有混凝土预埋件,所述组合混凝土块的四个端面均安装有两个斜加强筋,两个所述斜加强筋之间安装有柱销。In order to achieve the above purpose, the utility model provides the following technical solutions: a reinforced support column for civil engineering, comprising a connecting plate, four corners of the connecting plate are provided with fastening bolts, and the lower end surface of the connecting plate is provided with There is an upper limit plate, the lower end surface of the upper limit plate is evenly laminated with composite concrete blocks, the inner side of the composite concrete block is installed with a limit column, and the four end faces of the limit column are installed with limit support rods, the A lower limit plate is installed on the lower end surface of the limit column, two trapezoidal buckles are installed on the four end surfaces of the lower limit plate, and a pre-embedded plate is installed on the lower end surface of the lower limit plate. The inner side is provided with a card slot, the lower end face of the card slot is installed with a tie rod, the lower end face of the tie rod is installed with a concrete embedded part, and the four end faces of the composite concrete block are installed with two oblique reinforcing ribs, two A column pin is installed between the oblique reinforcing ribs.

优选的,两个所述斜加强筋为交叉贴合,两个所述斜加强筋的连接处通过柱销固定,两个相邻所述斜加强筋的一侧通过卡扣固定。Preferably, the two oblique reinforcing ribs are cross-fitted, the connection of the two oblique reinforcing ribs is fixed by a column pin, and one side of the two adjacent oblique reinforcing ribs is fixed by a buckle.

优选的,相邻两个所述斜加强筋的上下端完全贴合,相邻两个所述斜加强筋通过卡扣固定。Preferably, the upper and lower ends of the two adjacent oblique reinforcing ribs are completely fitted, and the two adjacent oblique reinforcing ribs are fixed by snaps.

优选的,所述下限位板的下端面与预埋板完全贴合,所述下限位板与预埋板通过梯型扣固定。Preferably, the lower end face of the lower limit plate is completely fitted with the embedded plate, and the lower limit plate and the embedded plate are fixed by a trapezoidal buckle.

优选的,所述限位支撑杆的两端均设置有螺纹,所述限位支撑杆的两端均与下限位板和上限位板固定。Preferably, both ends of the limit support rod are provided with threads, and both ends of the limit support rod are fixed to the lower limit plate and the upper limit plate.

优选的,所述限位柱的两端均设有自由螺纹槽,所述限位柱的下端面与下限位板通过螺栓加固。Preferably, both ends of the limiting column are provided with free thread grooves, and the lower end surface of the limiting column and the lower limiting plate are reinforced by bolts.

优选的,所述拉杆与混凝土预埋件通过一体浇筑形成,所述拉杆与预埋板通过卡槽固定。Preferably, the tie rod and the concrete embedded part are formed by integral casting, and the tie rod and the embedded plate are fixed by a slot.

与现有技术相比,本实用新型的有益效果是:Compared with the prior art, the beneficial effects of the present utility model are:

1、本实用新型通过将拉杆穿过预埋板,使拉杆上端与卡槽对应,再将混凝土预埋件预埋在工作区域,将限位柱与下限位板进行连接固定,在选用四个长度合适的限位支撑杆通过螺纹分别固定在限位柱的一侧,通过将两个梯型扣分别卡在下限位板的四个端面,再用螺栓加固,完成准备工作,通过此机构可减少操作人员在安装时的操作步骤,并且装置是由组合而成,可实现后期的拆装更换功能;1. The utility model makes the upper end of the tie rod correspond to the slot by passing the tie rod through the pre-embedded plate, then pre-embeds the concrete pre-embedded part in the working area, and connects and fixes the limit column and the lower limit plate. The limit support rods of suitable length are respectively fixed on one side of the limit column through threads, and the two trapezoidal buckles are respectively clamped on the four end faces of the lower limit plate, and then reinforced with bolts to complete the preparatory work. Reduce the operation steps of the operator during installation, and the device is composed of a combination, which can realize the function of disassembly and replacement in the later stage;

2、本实用新型通过将若干个组合混凝土块上的孔槽与限位柱和限位支撑杆一一对应,放入其中,可根据使用需求来决定加装组合混凝土块的数量,通过此设计,可达到调节高度的功能又能支撑较大重量,节省了大量测量步骤,完成后将上限位板固定在最上端组合混凝土块的上端,在通过紧固螺栓与支撑件进行固定,再将两个斜加强筋交叉安装在组合混凝土块的一侧,在将两个相邻斜加强筋的支撑脚与顶部通过卡扣连接固定,并且装置采用混凝土块作用基础支撑件,减少支撑柱的冷却时间,安装周期短。2. In the present invention, the holes and grooves on several composite concrete blocks are in one-to-one correspondence with the limit columns and the limit support rods, and put them into them. , it can achieve the function of adjusting the height and support a large weight, saving a lot of measurement steps. After completion, the upper limit plate is fixed on the upper end of the uppermost composite concrete block, and then the two are fixed by fastening bolts and supports. Two oblique stiffeners are installed crosswise on one side of the combined concrete block, and the supporting feet of two adjacent oblique stiffeners are connected to the top through a snap connection, and the device uses concrete blocks as the basic support to reduce the cooling time of the support column. , the installation cycle is short.

附图说明Description of drawings

图1为本实用新型整体的结构示意图;Fig. 1 is the overall structural representation of the utility model;

图2为本实用新型限位支撑杆的结构示意图;Fig. 2 is the structural representation of the utility model limit support rod;

图3为本实用新型下限位板的内部结构示意图;3 is a schematic diagram of the internal structure of the lower limit plate of the present invention;

图4为本实用新型预埋板的内部结构示意图。FIG. 4 is a schematic diagram of the internal structure of the embedded board of the present invention.

图中:1、连接板;2、紧固螺栓;3、上限位板;4、组合混凝土块;5、斜加强筋;6、卡扣;7、梯型扣;8、限位支撑杆;9、限位柱;10、拉杆;11、混凝土预埋件;12、下限位板;13、柱销;14、预埋板。In the figure: 1. Connecting plate; 2. Fastening bolts; 3. Upper limit plate; 4. Combined concrete block; 5. Oblique reinforcement; 6. Buckle; 7. Ladder buckle; 9. Limiting column; 10. Pull rod; 11. Concrete embedded part; 12. Lower limit plate; 13. Column pin; 14. Embedded 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。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 a part of the embodiments of the present utility model, rather than all the implementations. example.

请参阅图1至图4,本实用新型提供的一种实施例:一种土建工程用加强支撑柱子,包括连接板1,连接板1的四个端角均安装有紧固螺栓2,连接板1的下端面设置有上限位板3,上限位板3的下端面均匀层叠有组合混凝土块4,组合混凝土块4的内侧安装有限位柱9,限位柱9的四个端面均安装有限位支撑杆8,限位柱9的下端面安装有下限位板12,下限位板12的四个端面均安装有两个梯型扣7,通过梯型扣7的加装,能够使装置减少装置的安装时间,以及方便后期进行更换零件,下限位板12的下端面安装有预埋板14,预埋板14的内侧设置有卡槽,卡槽的下端面安装有拉杆10,拉杆10的下端面安装有混凝土预埋件11,组合混凝土块4的四个端面均安装有两个斜加强筋5,通过两个斜加强筋5交叉设计,能够根据整体高度来调节斜加强筋5的高度,两个斜加强筋5之间安装有柱销13。Please refer to FIG. 1 to FIG. 4 , an embodiment provided by the present invention: a reinforced supporting column for civil engineering, comprising a connecting plate 1, four end corners of the connecting plate 1 are installed with fastening bolts 2, and the connecting plate 1 The lower end surface of 1 is provided with an upper limit plate 3, and the lower end surface of the upper limit plate 3 is evenly stacked with a composite concrete block 4, and a limit column 9 is installed on the inner side of the composite concrete block 4, and the four end faces of the limit column 9 are installed with limit stops. A lower limit plate 12 is installed on the lower end surface of the support rod 8 and the limit column 9, and two trapezoidal buckles 7 are installed on the four end surfaces of the lower limit plate 12. The installation of the ladder buckle 7 can reduce the number of installations The lower end face of the lower limit plate 12 is installed with a pre-embedded plate 14, the inner side of the pre-embedded plate 14 is provided with a clamping slot, and the lower end face of the clamping slot is installed with a pull rod 10, the lower part of the pull rod 10 is installed Concrete embedded parts 11 are installed on the end surfaces, and two oblique reinforcing ribs 5 are installed on the four end surfaces of the composite concrete block 4. Through the cross design of the two oblique reinforcing ribs 5, the height of the oblique reinforcing ribs 5 can be adjusted according to the overall height. A column pin 13 is installed between the two oblique reinforcing ribs 5 .

进一步,两个斜加强筋5为交叉贴合,两个斜加强筋5的连接处通过柱销13固定,两个相邻斜加强筋5的一侧通过卡扣6固定。Further, the two oblique reinforcing ribs 5 are cross-fitted, the connection of the two oblique reinforcing ribs 5 is fixed by the column pin 13 , and one side of the two adjacent oblique reinforcing ribs 5 is fixed by the buckle 6 .

通过采用上述技术方案,通过两个斜加强筋5交叉设计,能够根据整体高度来调节斜加强筋5的高度。By adopting the above technical solution, the height of the oblique reinforcing rib 5 can be adjusted according to the overall height through the cross design of the two oblique reinforcing ribs 5 .

进一步,相邻两个斜加强筋5的上下端完全贴合,相邻两个斜加强筋5通过卡扣6固定。Further, the upper and lower ends of the two adjacent oblique reinforcing ribs 5 are completely fitted, and the two adjacent oblique reinforcing ribs 5 are fixed by the buckles 6 .

通过采用上述技术方案,通过卡扣6的设计,能够保证斜加强筋5在支撑时避免其发生晃动,加强支撑力。By adopting the above technical solution, the design of the buckle 6 can ensure that the oblique reinforcing rib 5 is prevented from shaking when it is supported, and the supporting force can be strengthened.

进一步,下限位板12的下端面与预埋板14完全贴合,下限位板12与预埋板14通过梯型扣7固定。Further, the lower end surface of the lower limit plate 12 is completely attached to the embedded plate 14 , and the lower limit plate 12 and the embedded plate 14 are fixed by the trapezoidal buckle 7 .

通过采用上述技术方案,通过梯型扣7的加装,能够使装置减少装置的安装时间,以及方便后期进行更换零件。By adopting the above technical solution, the installation time of the device can be reduced by the addition of the ladder buckle 7, and the replacement of parts can be facilitated later.

进一步,限位支撑杆8的两端均设置有螺纹,限位支撑杆8的两端均与下限位板12和上限位板3固定。Further, both ends of the limit support rod 8 are provided with threads, and both ends of the limit support rod 8 are fixed to the lower limit plate 12 and the upper limit plate 3 .

通过采用上述技术方案,通过限位支撑杆8的作用,能够对组合混凝土块4实现限位以及加强连接的作用。By adopting the above technical solution, the function of limiting the support rod 8 can be used to limit the position and strengthen the connection of the composite concrete block 4 .

进一步,限位柱9的两端均设有自由螺纹槽,限位柱9的下端面与下限位板12通过螺栓加固。Further, both ends of the limiting column 9 are provided with free thread grooves, and the lower end surface of the limiting column 9 and the lower limiting plate 12 are reinforced by bolts.

通过采用上述技术方案,加装限位柱9是为了在安装时,方便操作人员对组合混凝土块4进行安装操作。By adopting the above technical solution, the installation of the limit post 9 is to facilitate the operator to install the composite concrete block 4 during installation.

进一步,拉杆10与混凝土预埋件11通过一体浇筑形成,拉杆10与预埋板14通过卡槽固定。Further, the tie rod 10 and the concrete embedded part 11 are formed by integral casting, and the tie rod 10 and the embedded plate 14 are fixed by a slot.

通过采用上述技术方案,通过加装混凝土预埋件11能够加强装置在使用时的支撑力,防止其发生倾斜状况。By adopting the above technical solution, the supporting force of the device during use can be strengthened by adding the concrete embedded part 11 to prevent it from tilting.

工作原理:使用时,检查装置内部结构的工作状态,将装置放置在工作区域,将拉杆10穿过预埋板14,使拉杆10上端与卡槽对应,再将混凝土预埋件11预埋在工作区域,将限位柱9与下限位板12进行连接固定,在选用四个长度合适的限位支撑杆8通过螺纹分别固定在限位柱9的一侧,通过将两个梯型扣7分别卡在下限位板12的四个端面,再用螺栓加固,完成准备工作,通过此机构可减少操作人员在安装时的操作步骤,并且装置是由组合而成,可实现后期的拆装更换功能,接着将若干个组合混凝土块4上的孔槽与限位柱9和限位支撑杆8一一对应,放入其中,可根据使用需求来决定加装组合混凝土块4的数量,通过此设计,可达到调节高度的功能又能支撑较大重量,节省了大量测量步骤,完成后将上限位板3固定在最上端组合混凝土块4的上端,在通过紧固螺栓2与支撑件进行固定,再将两个斜加强筋5交叉安装在组合混凝土块4的一侧,在将两个相邻斜加强筋5的支撑脚与顶部通过卡扣6连接固定,完成操作。Working principle: When using, check the working state of the internal structure of the device, place the device in the working area, pass the pull rod 10 through the embedded plate 14, make the upper end of the pull rod 10 correspond to the slot, and then embed the concrete embedded part 11 in the In the working area, the limit post 9 and the lower limit plate 12 are connected and fixed. After selecting four limit support rods 8 with appropriate lengths, they are respectively fixed on one side of the limit post 9 through threads. They are respectively clamped on the four end faces of the lower limit plate 12, and then reinforced with bolts to complete the preparation work. This mechanism can reduce the operation steps of the operator during installation, and the device is composed of combinations, which can realize later disassembly and replacement. function, and then the holes and grooves on several composite concrete blocks 4 are in one-to-one correspondence with the limit columns 9 and the limit support rods 8, and put them into them. The design can achieve the function of adjusting the height and support a large weight, which saves a lot of measurement steps. After completion, the upper limit plate 3 is fixed on the upper end of the uppermost composite concrete block 4, and then the fastening bolts 2 and the support are fixed. , and then install the two oblique reinforcing ribs 5 on one side of the composite concrete block 4 crosswise, and connect and fix the supporting feet of the two adjacent oblique reinforcing ribs 5 to the top through the buckle 6 to complete the operation.

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 will be apparent to those skilled in the art that the present invention is not limited to the details of the above-described exemplary embodiments, and that the present invention can be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention. Therefore, the embodiments are to be considered in all respects as exemplary and not restrictive, and the scope of the present invention is defined by the appended claims rather than the foregoing description, and it is therefore intended that the All changes within the meaning and range of the required equivalents are embraced within the present invention. Any reference signs in the claims shall not be construed as limiting the involved claim.

Claims (7)

1. The utility model provides a civil engineering is with strengthening support post, includes connecting plate (1), its characterized in that: fastening bolts (2) are installed at four end corners of the connecting plate (1), an upper limiting plate (3) is arranged on the lower end face of the connecting plate (1), combined concrete blocks (4) are uniformly stacked on the lower end face of the upper limiting plate (3), limiting columns (9) are installed on the inner sides of the combined concrete blocks (4), limiting support rods (8) are installed on four end faces of the limiting columns (9), a lower limiting plate (12) is installed on the lower end face of the limiting columns (9), two ladder-shaped buckles (7) are installed on four end faces of the lower limiting plate (12), embedded plates (14) are installed on the lower end faces of the lower limiting plates (12), clamping grooves are formed in the inner sides of the embedded plates (14), pull rods (10) are installed on the lower end faces of the clamping grooves, concrete embedded parts (11) are installed on the lower end faces of the pull rods (10), four end faces of the combined concrete block (4) are provided with two inclined reinforcing ribs (5), and a pin (13) is arranged between the inclined reinforcing ribs (5).
2. The reinforced support post for civil engineering according to claim 1, wherein: two oblique strengthening rib (5) are for alternately laminating, two the junction of oblique strengthening rib (5) is fixed through pin (13), and is two adjacent one side of oblique strengthening rib (5) is fixed through buckle (6).
3. The reinforced support post for civil engineering according to claim 1, wherein: and the upper end and the lower end of the two adjacent oblique reinforcing ribs (5) are completely attached, and the two adjacent oblique reinforcing ribs (5) are fixed through the buckles (6).
4. The reinforced support post for civil engineering according to claim 1, wherein: the lower end face of the lower limiting plate (12) is completely attached to the embedded plate (14), and the lower limiting plate (12) is fixed to the embedded plate (14) through the trapezoidal buckle (7).
5. The reinforced support post for civil engineering according to claim 1, wherein: the two ends of the limiting support rod (8) are provided with threads, and the two ends of the limiting support rod (8) are fixed with the lower limiting plate (12) and the upper limiting plate (3).
6. The reinforced support post for civil engineering according to claim 1, wherein: the two ends of the limiting column (9) are provided with free thread grooves, and the lower end face of the limiting column (9) and the lower limiting plate (12) are reinforced through bolts.
7. The reinforced support post for civil engineering according to claim 1, wherein: the pull rod (10) and the concrete embedded part (11) are formed through integral pouring, and the pull rod (10) and the embedded plate (14) are fixed through a clamping groove.
CN201922018032.5U 2019-11-21 2019-11-21 A reinforced support column for civil engineering Active CN211499466U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112482658A (en) * 2020-12-07 2021-03-12 浙江工业大学 Assembled energy-conserving building overlap joint structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112482658A (en) * 2020-12-07 2021-03-12 浙江工业大学 Assembled energy-conserving building overlap joint structure

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