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CN221823115U - Constructional column steel bar embedded part - Google Patents

Constructional column steel bar embedded part Download PDF

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Publication number
CN221823115U
CN221823115U CN202323488168.5U CN202323488168U CN221823115U CN 221823115 U CN221823115 U CN 221823115U CN 202323488168 U CN202323488168 U CN 202323488168U CN 221823115 U CN221823115 U CN 221823115U
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steel bar
wall
structural column
embedded part
bracket
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常磊
李向梅
王怀明
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Taixing First Construction Group Co ltd
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Taixing First Construction Group Co ltd
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Abstract

本实用新型涉及预埋件技术领域具体为一种构造柱钢筋预埋件。本实用新型提供的构造柱钢筋预埋件,包括固定板,所述固定板的顶部固定安装有等距布置的定位筒,所述固定板顶部的正面与背面均搭接有固定框,所述限位套嵌合连接在定位筒的一侧,所述定位筒的一侧开设有并排布置的卡接槽,且卡接槽的内壁搭接于限位套的底部。本实用新型通过设置有限位套、支架和定位筒,便于不同直径的支架使用,提高了设备的通用性,避免了预留上层钢筋偏位带来的质量风险,缩短了工期,提高了施工质量,另外,设置有方形钢筋、强度架和撑杆,将各个构造柱钢筋连接在一起,保证了预埋件的稳定性,进一步提高了施工效率和施工质量。

The utility model relates to the technical field of embedded parts, specifically a structural column steel bar embedded part. The structural column steel bar embedded part provided by the utility model includes a fixed plate, the top of the fixed plate is fixedly installed with equidistantly arranged positioning cylinders, the front and back of the top of the fixed plate are overlapped with a fixing frame, the limiting sleeve is embedded and connected to one side of the positioning cylinder, one side of the positioning cylinder is provided with a side-by-side arranged clamping groove, and the inner wall of the clamping groove is overlapped with the bottom of the limiting sleeve. The utility model is convenient for the use of brackets of different diameters by providing a limiting sleeve, a bracket and a positioning cylinder, improves the versatility of the equipment, avoids the quality risk caused by the deviation of the reserved upper steel bars, shortens the construction period, and improves the construction quality. In addition, square steel bars, strength frames and struts are provided to connect the steel bars of each structural column together, ensure the stability of the embedded parts, and further improve the construction efficiency and quality.

Description

一种构造柱钢筋预埋件A structural column steel bar embedded part

技术领域Technical Field

本实用新型涉及预埋件技术领域,具体涉及一种构造柱钢筋预埋件。The utility model relates to the technical field of embedded parts, in particular to a structural column steel bar embedded part.

背景技术Background Art

预埋钢筋需要在梁底或柱侧模钻孔,这样构造柱预留插筋虽然很牢固,但是造成拆模困难,且模板拆下来基本损坏,使模板无法周转,施工成本大大增加。Pre-embedded steel bars need to be drilled at the bottom of the beam or the side formwork of the column. Although the reserved embedded bars in the structural column are very strong, it makes it difficult to remove the formwork, and the formwork is basically damaged when removed, making it impossible to circulate the formwork, which greatly increases the construction cost.

专利文件CN220014036U公开了一种构造柱钢筋预埋件,“包括主体构件,还包括:浇筑模板组件,浇筑模板组件包括搭接在主体构件一侧的底板,底板的两侧设置有插槽,一对插槽的内部插接安装有插板;预埋件,预埋件包括插板中间部位夹持安装的强度架,强度架的中间部位固定安装有撑杆,撑杆的一侧安装有支架,支架的一侧安装有螺纹管,螺纹管的内部螺纹安装有钢筋,钢筋的安装端设置有丝杆,钢筋的一侧设置有下板。本装置提高构造柱钢筋与主体的连接定性,降低构造柱钢筋与主体连接的施工难度,提高了构造柱与主体连接的施工质量,避免损伤带来的二次修复成本,减少了人工、工期及电力、机械成本。”。Patent document CN220014036U discloses a structural column steel bar embedded part, "including a main component, and also including: a casting formwork assembly, the casting formwork assembly includes a bottom plate overlapped on one side of the main component, slots are arranged on both sides of the bottom plate, and a pair of slots are internally plugged and installed with plug plates; embedded parts, the embedded parts include a strength frame clamped and installed in the middle part of the plug plate, a strut is fixedly installed in the middle part of the strength frame, a bracket is installed on one side of the strut, a threaded pipe is installed on one side of the bracket, steel bars are installed on the internal threads of the threaded pipe, a screw is arranged on the installation end of the steel bars, and a lower plate is arranged on one side of the steel bars. The device improves the connection quality between the structural column steel bars and the main body, reduces the construction difficulty of the connection between the structural column steel bars and the main body, improves the construction quality of the connection between the structural column and the main body, avoids the secondary repair cost caused by damage, and reduces labor, construction period, electricity and machinery costs.".

然而,上述方案中,在进行施工时,设备所选择的钢筋直径统一,但在楼层建设中,不同区域的需要不同规格的构造柱钢筋进行支撑,当钢筋的选择较为单一时,降低了设备的通用性,进而在部分区域中需要进行钻孔植筋,钻孔容易错位,降低了施工速率和施工质量。However, in the above scheme, during construction, the diameter of the steel bars selected by the equipment is uniform. But in floor construction, different areas require structural column steel bars of different specifications for support. When the choice of steel bars is relatively single, the versatility of the equipment is reduced. As a result, drilling and planting of steel bars are required in some areas, and the drilling holes are easily misplaced, which reduces the construction speed and quality.

实用新型内容Utility Model Content

本实用新型的目的在于克服现有技术中构造柱钢筋预埋件在钢筋的选择上较为单一的问题进而提供一种构造柱钢筋预埋件;The purpose of the utility model is to overcome the problem of the relatively single selection of steel bars in the existing structural column steel bar embedded parts and to provide a structural column steel bar embedded part;

为实现上述目的,本实用新型提供如下技术方案:一种构造柱钢筋预埋件,包括:To achieve the above purpose, the utility model provides the following technical solution: a structural column steel bar embedded part, comprising:

固定板,所述固定板的顶部固定安装有等距布置的定位筒,所述固定板顶部的正面与背面均搭接有固定框;A fixed plate, the top of which is fixedly mounted with equidistantly arranged positioning cylinders, and the front and back sides of the top of the fixed plate are both overlapped with fixed frames;

限位套,所述限位套嵌合连接在定位筒的一侧,所述定位筒的一侧开设有并排布置的卡接槽,且卡接槽的内壁搭接于限位套的底部,所述固定框的内壁开设有连接孔,所述连接孔的内壁螺纹连接有紧固螺栓,且紧固螺栓与连接孔相适配;A limiting sleeve, the limiting sleeve is engaged and connected to one side of the positioning tube, one side of the positioning tube is provided with a clamping groove arranged side by side, and the inner wall of the clamping groove overlaps the bottom of the limiting sleeve, the inner wall of the fixing frame is provided with a connecting hole, the inner wall of the connecting hole is threadedly connected with a fastening bolt, and the fastening bolt is adapted to the connecting hole;

支架,所述支架嵌合连接在定位筒的内壁,且支架的外表面搭接于限位套的内壁。The bracket is embedded in the inner wall of the positioning tube, and the outer surface of the bracket overlaps the inner wall of the limiting sleeve.

作为一种可选的技术方案,所述固定板的下方设置有方形钢筋,所述方形钢筋的内壁固定安装有一圈等距布置的连接框,且连接框的内壁与支架的外表面固定连接,所述方形钢筋的内壁固定安装有强度架。As an optional technical solution, square steel bars are arranged under the fixed plate, and a circle of equidistantly arranged connecting frames are fixedly installed on the inner wall of the square steel bars, and the inner wall of the connecting frame is fixedly connected to the outer surface of the bracket, and a strength frame is fixedly installed on the inner wall of the square steel bars.

作为一种可选的技术方案,所述强度架的内壁固定安装有撑杆,且撑杆的外表面与方形钢筋的内壁固定连接。As an optional technical solution, a support rod is fixedly installed on the inner wall of the strength frame, and the outer surface of the support rod is fixedly connected to the inner wall of the square steel bar.

作为一种可选的技术方案,所述支架的底部设置有螺纹管,所述螺纹管的内壁螺纹连接有预留钢筋。As an optional technical solution, a threaded pipe is provided at the bottom of the bracket, and the inner wall of the threaded pipe is threadedly connected with a reserved steel bar.

作为一种可选的技术方案,所述固定板的顶部嵌合连接有浇筑预埋管,所述浇筑预埋管的顶部固定安装有支撑架。As an optional technical solution, a cast-in-place pre-buried pipe is embedded and connected to the top of the fixed plate, and a support frame is fixedly installed on the top of the cast-in-place pre-buried pipe.

作为一种可选的技术方案,所述强度架为菱形结构,所述撑杆为十字型结构。As an optional technical solution, the strength frame is a diamond structure, and the support rod is a cross structure.

作为一种可选的技术方案,所述螺纹管的上孔径与支架的直径一致,所述螺纹管的下孔径与预留钢筋的直径一致。As an optional technical solution, the upper hole diameter of the threaded pipe is consistent with the diameter of the bracket, and the lower hole diameter of the threaded pipe is consistent with the diameter of the reserved steel bar.

本实用新型提供的技术方案具有如下技术效果:The technical solution provided by the utility model has the following technical effects:

1、本实用新型提供的构造柱钢筋预埋件,包括固定板、限位套和支架,所述固定板的顶部固定安装有等距布置的定位筒,所述固定板顶部的正面与背面均搭接有固定框,限位套,所述限位套嵌合连接在定位筒的一侧,所述定位筒的一侧开设有并排布置的卡接槽,且卡接槽的内壁搭接于限位套的底部,所述固定框的内壁开设有连接孔,所述连接孔的内壁螺纹连接有紧固螺栓,且紧固螺栓与连接孔相适配,支架,所述支架嵌合连接在定位筒的内壁,且支架的外表面搭接于限位套的内壁;1. The structural column steel bar embedded part provided by the utility model comprises a fixing plate, a limiting sleeve and a bracket, wherein the top of the fixing plate is fixedly installed with equidistantly arranged positioning cylinders, the front and back sides of the top of the fixing plate are overlapped with a fixing frame, a limiting sleeve, the limiting sleeve is embedded and connected to one side of the positioning cylinder, one side of the positioning cylinder is provided with a clamping groove arranged side by side, and the inner wall of the clamping groove is overlapped with the bottom of the limiting sleeve, the inner wall of the fixing frame is provided with a connecting hole, the inner wall of the connecting hole is threadedly connected with a fastening bolt, and the fastening bolt is adapted to the connecting hole, and the bracket is embedded and connected to the inner wall of the positioning cylinder, and the outer surface of the bracket is overlapped with the inner wall of the limiting sleeve;

通过限位套、支架和定位筒的搭配使用,便于不同直径的支架使用,提高了设备的通用性,且支架代替了后期钻孔的步骤,避免了钻孔破坏主体结构或钢筋偏位带来的质量风险,缩短了工期,减少工人高空作业的时间,提高了施工时的安全性,提高了施工质量,且模板便于拆卸,进一步提高了工作效率。By using the limit sleeve, bracket and positioning cylinder in combination, it is convenient to use brackets of different diameters, which improves the versatility of the equipment. The bracket replaces the later drilling step, avoiding the quality risks caused by drilling damage to the main structure or steel bar displacement, shortening the construction period, reducing the time for workers to work at height, improving construction safety, improving construction quality, and the template is easy to disassemble, further improving work efficiency.

2、本实用新型提供的构造柱钢筋预埋件,包括方形钢筋、强度架和撑杆,所述固定板的下方设置有方形钢筋,所述方形钢筋的内壁固定安装有一圈等距布置的连接框,且连接框的内壁与支架的外表面固定连接,所述方形钢筋的内壁固定安装有强度架,所述强度架的内壁固定安装有撑杆,且撑杆的外表面与方形钢筋的内壁固定连接;2. The structural column steel bar embedded part provided by the utility model comprises a square steel bar, a strength frame and a brace, wherein a square steel bar is arranged below the fixing plate, a circle of equally spaced connection frames are fixedly installed on the inner wall of the square steel bar, and the inner wall of the connection frame is fixedly connected to the outer surface of the bracket, a strength frame is fixedly installed on the inner wall of the square steel bar, a brace is fixedly installed on the inner wall of the strength frame, and the outer surface of the brace is fixedly connected to the inner wall of the square steel bar;

通过方形钢筋、强度架和撑杆的搭配使用,将各个构造柱钢筋连接在一起,保证了预埋件的稳定性,提高了施工效率和施工质量,并且通过设置不同规格的螺纹管,便于安装不同大小的预留钢筋,提高了设备的通用性,便于推广。By using square steel bars, strength frames and struts in combination, the steel bars of each structural column are connected together, ensuring the stability of the embedded parts, improving construction efficiency and quality, and by setting threaded pipes of different specifications, it is convenient to install reserved steel bars of different sizes, thereby improving the versatility of the equipment and facilitating its promotion.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

图1为本实用新型的整体结构示意图;Figure 1 is a schematic diagram of the overall structure of the utility model;

图2为本实用新型的固定框结构示意图;FIG2 is a schematic diagram of the fixing frame structure of the present utility model;

图3为本实用新型的支架结构示意图;FIG3 is a schematic diagram of the support structure of the utility model;

图4为本实用新型的强度架结构示意图;FIG4 is a schematic diagram of the strength frame structure of the utility model;

图5为本实用新型的螺纹管结构示意图;FIG5 is a schematic diagram of the structure of a threaded pipe of the present invention;

图6为本实用新型的支撑架结构示意图;FIG6 is a schematic diagram of the support structure of the utility model;

图中:1、固定板;2、定位筒;3、固定框;4、限位套;5、卡接槽;6、连接孔;7、紧固螺栓;8、支架;9、方形钢筋;10、连接框;11、强度架;12、撑杆;13、螺纹管;14、预留钢筋;15、浇筑预埋管;16、支撑架。In the figure: 1. fixing plate; 2. positioning cylinder; 3. fixing frame; 4. limiting sleeve; 5. snap-in groove; 6. connecting hole; 7. fastening bolt; 8. bracket; 9. square steel bar; 10. connecting frame; 11. strength frame; 12. support rod; 13. threaded pipe; 14. reserved steel bar; 15. cast embedded pipe; 16. support frame.

具体实施方式DETAILED DESCRIPTION

实施例1:Embodiment 1:

如图1至图4所示,一种构造柱钢筋预埋件,包括固定板1,固定板1的顶部固定安装有等距布置的定位筒2,固定板1顶部的正面与背面均搭接有固定框3,限位套4,限位套4嵌合连接在定位筒2的一侧,定位筒2的一侧开设有并排布置的卡接槽5,且卡接槽5的内壁搭接于限位套4的底部,固定框3的内壁开设有连接孔6,连接孔6的内壁螺纹连接有紧固螺栓7,且紧固螺栓7与连接孔6相适配,支架8的底部设置有螺纹管13,螺纹管13的内壁螺纹连接有预留钢筋14,螺纹管13的上孔径与支架8的直径一致,螺纹管13的下孔径与预留钢筋14的直径一致。As shown in Figures 1 to 4, a structural column steel bar embedded part includes a fixing plate 1, the top of the fixing plate 1 is fixedly installed with equidistantly arranged positioning tubes 2, the front and back of the top of the fixing plate 1 are overlapped with a fixing frame 3 and a limiting sleeve 4, the limiting sleeve 4 is embedded and connected to one side of the positioning tube 2, one side of the positioning tube 2 is provided with a clamping groove 5 arranged side by side, and the inner wall of the clamping groove 5 is overlapped with the bottom of the limiting sleeve 4, the inner wall of the fixing frame 3 is provided with a connecting hole 6, the inner wall of the connecting hole 6 is threadedly connected with a fastening bolt 7, and the fastening bolt 7 is adapted to the connecting hole 6, a threaded tube 13 is provided at the bottom of the bracket 8, the inner wall of the threaded tube 13 is threadedly connected with a reserved steel bar 14, the upper aperture of the threaded tube 13 is consistent with the diameter of the bracket 8, and the lower aperture of the threaded tube 13 is consistent with the diameter of the reserved steel bar 14.

在梁板模板制作完成后,根据设计图纸,定位出梁下构造柱具体位置,然后将固定板1放置在梁板模板的具体位置上,之后拿起固定框3将其放置到固定板1上,而后转动紧固螺栓7,使其插入到连接孔6中,直至抵制梁板模板的底部上,然后拿起支架8,将其从固定板1的底部插入到卡接槽5内,之后带动限位套4向外移动,而后限位套4带动支架8向外移动,然后旋转限位套4将其套合连接在定位筒2的表面处,便于不同规格支架8使用,限位套4的固定减少了后期预留上层钢筋偏位带来的质量风险,缩短了工期,提高了施工质量。After the beam and slab formwork is completed, the specific position of the structural column under the beam is located according to the design drawings, and then the fixed plate 1 is placed on the specific position of the beam and slab formwork, and then the fixing frame 3 is picked up and placed on the fixing plate 1, and then the fastening bolts 7 are turned to insert them into the connecting holes 6 until they are against the bottom of the beam and slab formwork, and then the bracket 8 is picked up and inserted into the clamping groove 5 from the bottom of the fixing plate 1, and then the limiting sleeve 4 is driven to move outward, and then the limiting sleeve 4 drives the bracket 8 to move outward, and then the limiting sleeve 4 is rotated to fit it on the surface of the positioning tube 2, so as to facilitate the use of brackets 8 of different specifications. The fixation of the limiting sleeve 4 reduces the quality risk caused by the deviation of the upper steel bars reserved in the later stage, shortens the construction period, and improves the construction quality.

实施例2:Embodiment 2:

如图3至图6所示,一种构造柱钢筋预埋件,包括支架8,支架8嵌合连接在定位筒2的内壁,且支架8的外表面搭接于限位套4的内壁,固定板1的下方设置有方形钢筋9,方形钢筋9的内壁固定安装有一圈等距布置的连接框10,且连接框10的内壁与支架8的外表面固定连接,方形钢筋9的内壁固定安装有强度架11,强度架11的内壁固定安装有撑杆12,且撑杆12的外表面与方形钢筋9的内壁固定连接,固定板1的顶部嵌合连接有浇筑预埋管15,浇筑预埋管15的顶部固定安装有支撑架16,强度架11为菱形结构,撑杆12为十字型结构。As shown in Figures 3 to 6, a structural column steel bar embedded part includes a bracket 8, which is embedded in the inner wall of the positioning tube 2, and the outer surface of the bracket 8 overlaps the inner wall of the limiting sleeve 4, a square steel bar 9 is arranged below the fixed plate 1, and the inner wall of the square steel bar 9 is fixedly installed with a circle of equidistantly arranged connecting frames 10, and the inner wall of the connecting frame 10 is fixedly connected to the outer surface of the bracket 8, the inner wall of the square steel bar 9 is fixedly installed with a strength frame 11, the inner wall of the strength frame 11 is fixedly installed with a support rod 12, and the outer surface of the support rod 12 is fixedly connected to the inner wall of the square steel bar 9, the top of the fixed plate 1 is embedded with a cast embedded pipe 15, and the top of the cast embedded pipe 15 is fixedly installed with a support frame 16, the strength frame 11 is a diamond structure, and the support rod 12 is a cross structure.

通过方形钢筋9、强度架11和撑杆12的搭配使用,将各个构造柱钢筋连接在一起,保证了预埋件的稳定性,待混凝土浇筑完成后,拆除梁柱模板,采用混凝土浇筑的方式实现了预埋件的紧固,提高了构造柱钢筋的强化效果,然后旋转紧固螺栓7将其与连接孔6分开,之后拿起固定框3,将其从固定板1的表面上拆卸下来,而后拿走固定板1,使其与支架8分开,然后根据不同规格的螺纹管13,便于安装不同大小的预留钢筋14,提高了设备的实用性,之后将混凝土从浇筑预埋管15的入口浇灌到构造柱钢筋模板的内部,完成构造柱的建设。By using square steel bars 9, strength frames 11 and struts 12 in combination, the steel bars of each structural column are connected together to ensure the stability of the embedded parts. After the concrete is poured, the beam-column formwork is removed, and the embedded parts are fastened by pouring concrete, thereby improving the strengthening effect of the structural column steel bars. Then, the fastening bolts 7 are rotated to separate them from the connecting holes 6, and then the fixing frame 3 is picked up and removed from the surface of the fixing plate 1, and then the fixing plate 1 is taken away to separate it from the bracket 8. Then, according to the threaded pipes 13 of different specifications, it is convenient to install reserved steel bars 14 of different sizes, thereby improving the practicability of the equipment. Then, the concrete is poured from the entrance of the embedded pipe 15 into the interior of the structural column steel bar formwork to complete the construction of the structural column.

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 exemplary embodiments described above, and that the present invention can be implemented in other specific forms without departing from the spirit or essential features of the present invention. Therefore, the embodiments should be regarded as exemplary and non-restrictive from any point of view, and the scope of the present invention is defined by the appended claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims are included in the present invention. Any reference numeral in a claim should not be regarded as limiting the claim to which it relates.

Claims (7)

1.一种构造柱钢筋预埋件,包括:1. A structural column steel bar embedded part, comprising: 固定板(1),其特征在于:所述固定板(1)的顶部固定安装有等距布置的定位筒(2),所述固定板(1)顶部的正面与背面均搭接有固定框(3);A fixed plate (1), characterized in that: positioning cylinders (2) arranged at equal intervals are fixedly mounted on the top of the fixed plate (1), and a fixing frame (3) is overlapped on the front and back of the top of the fixed plate (1); 限位套(4),所述限位套(4)嵌合连接在定位筒(2)的一侧,所述定位筒(2)的一侧开设有并排布置的卡接槽(5),且卡接槽(5)的内壁搭接于限位套(4)的底部,所述固定框(3)的内壁开设有连接孔(6),所述连接孔(6)的内壁螺纹连接有紧固螺栓(7),且紧固螺栓(7)与连接孔(6)相适配;A limiting sleeve (4), the limiting sleeve (4) is engaged and connected to one side of the positioning tube (2), one side of the positioning tube (2) is provided with a clamping groove (5) arranged side by side, and the inner wall of the clamping groove (5) overlaps the bottom of the limiting sleeve (4), the inner wall of the fixing frame (3) is provided with a connecting hole (6), the inner wall of the connecting hole (6) is threadedly connected with a fastening bolt (7), and the fastening bolt (7) is adapted to the connecting hole (6); 支架(8),所述支架(8)嵌合连接在定位筒(2)的内壁,且支架(8)的外表面搭接于限位套(4)的内壁。A bracket (8) is embedded in the inner wall of the positioning tube (2), and the outer surface of the bracket (8) overlaps the inner wall of the limiting sleeve (4). 2.根据权利要求1所述的构造柱钢筋预埋件,其特征在于,所述固定板(1)的下方设置有方形钢筋(9),所述方形钢筋(9)的内壁固定安装有一圈等距布置的连接框(10),且连接框(10)的内壁与支架(8)的外表面固定连接,所述方形钢筋(9)的内壁固定安装有强度架(11)。2. The structural column steel bar embedded part according to claim 1 is characterized in that a square steel bar (9) is arranged below the fixed plate (1), and a circle of equidistantly arranged connecting frames (10) are fixedly installed on the inner wall of the square steel bar (9), and the inner wall of the connecting frame (10) is fixedly connected to the outer surface of the bracket (8), and a strength frame (11) is fixedly installed on the inner wall of the square steel bar (9). 3.根据权利要求2所述的构造柱钢筋预埋件,其特征在于,所述强度架(11)的内壁固定安装有撑杆(12),且撑杆(12)的外表面与方形钢筋(9)的内壁固定连接。3. The structural column steel bar embedded part according to claim 2 is characterized in that a support rod (12) is fixedly installed on the inner wall of the strength frame (11), and the outer surface of the support rod (12) is fixedly connected to the inner wall of the square steel bar (9). 4.根据权利要求1所述的构造柱钢筋预埋件,其特征在于,所述支架(8)的底部设置有螺纹管(13),所述螺纹管(13)的内壁螺纹连接有预留钢筋(14)。4. The structural column steel bar embedded part according to claim 1 is characterized in that a threaded tube (13) is provided at the bottom of the bracket (8), and the inner wall of the threaded tube (13) is threadedly connected with a reserved steel bar (14). 5.根据权利要求1所述的构造柱钢筋预埋件,其特征在于,所述固定板(1)的顶部嵌合连接有浇筑预埋管(15),所述浇筑预埋管(15)的顶部固定安装有支撑架(16)。5. The structural column steel bar embedded part according to claim 1 is characterized in that a cast embedded pipe (15) is embedded and connected to the top of the fixed plate (1), and a support frame (16) is fixedly installed on the top of the cast embedded pipe (15). 6.根据权利要求3所述的构造柱钢筋预埋件,其特征在于,所述强度架(11)为菱形结构,所述撑杆(12)为十字型结构。6. The structural column steel bar embedded part according to claim 3 is characterized in that the strength frame (11) is a diamond structure and the support rod (12) is a cross structure. 7.根据权利要求4所述的构造柱钢筋预埋件,其特征在于,所述螺纹管(13)的上孔径与支架(8)的直径一致,所述螺纹管(13)的下孔径与预留钢筋(14)的直径一致。7. The structural column steel bar embedded part according to claim 4 is characterized in that the upper hole diameter of the threaded tube (13) is consistent with the diameter of the bracket (8), and the lower hole diameter of the threaded tube (13) is consistent with the diameter of the reserved steel bar (14).
CN202323488168.5U 2023-12-21 2023-12-21 Constructional column steel bar embedded part Active CN221823115U (en)

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