CN220928298U - Precast concrete wall panel connection structure - Google Patents

Precast concrete wall panel connection structure Download PDF

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Publication number
CN220928298U
CN220928298U CN202322639163.1U CN202322639163U CN220928298U CN 220928298 U CN220928298 U CN 220928298U CN 202322639163 U CN202322639163 U CN 202322639163U CN 220928298 U CN220928298 U CN 220928298U
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groove
block
wall
wallboard
precast concrete
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陈昂
曹国辉
何征
俞飘旖
龙晟恺
沈坤
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Hunan Hengyun Building Technology Development Co ltd
Hunan City University
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Hunan Hengyun Building Technology Development Co ltd
Hunan City University
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Abstract

The utility model discloses a prefabricated concrete wallboard connecting structure, which belongs to the field of concrete wallboards, and comprises a first wallboard and a second wallboard, wherein a clamping block is fixedly connected to one side of the first wallboard, a clamping groove is formed in one side of the second wallboard, the clamping block is matched with the clamping groove, a through groove is formed in the top of the clamping block, a plurality of groups of grooves are formed in the through groove, a moving block is arranged in the grooves, one end of the moving block is connected with a limiting block, a limiting groove is formed in the inner wall of the clamping groove, and the limiting block penetrates through the clamping block and is matched with the limiting groove; the driving disc at the bottom of the supporting rod slides in the through groove, when the driving disc is propped against the inclined plane at the top of the moving block, the moving block is pushed to slide in the groove, and the moving block drives the limiting block to move and insert into the limiting groove on the inner wall of the clamping groove through the connecting rod, so that the connection fixation between the clamping plate and the clamping groove is completed, and the connection stability between the first wallboard and the second wallboard is improved.

Description

预制混凝土墙板连接结构Precast concrete wall panel connection structure

技术领域Technical Field

本实用新型涉及混凝土墙板技术领域,具体涉及预制混凝土墙板连接结构。The utility model relates to the technical field of concrete wall panels, in particular to a prefabricated concrete wall panel connection structure.

背景技术Background technique

在现代的建筑施工过程中,建筑物的整体墙面,特别是室内的整体墙面并不是通过混凝土整体浇筑形成,而是大多采用分块式的混凝土预制墙板进行拼装形成整体墙面,混凝土预制墙板成本较低、体积较小、便于运输,但是在实际进行混凝土预制墙板的拼装过程中,传统方式是在混凝土预制墙板的内部预埋延伸至混凝土预制墙板外侧的钢筋,然后通过相邻的混凝土预制墙板之间的钢筋结构进行混凝土预制墙板之间的拼接,这种拼接方式需要人工对准相邻的混凝土预制墙板之间的拼接部,然后通过人工的方式进行拼装,在拼装完成后,还需要在相邻的混凝土预制墙板的拼接处浇筑混凝土进行固结以实现混凝土预制墙板之间的固定。In the modern construction process, the overall wall surface of the building, especially the overall wall surface of the interior, is not formed by integral pouring of concrete, but mostly by assembling block-type precast concrete wall panels to form the overall wall surface. The precast concrete wall panels are low in cost, small in size, and easy to transport. However, in the actual assembly process of the precast concrete wall panels, the traditional method is to embed steel bars extending to the outside of the precast concrete wall panels inside the precast concrete wall panels, and then splice the precast concrete wall panels through the steel bar structure between adjacent precast concrete wall panels. This splicing method requires manual alignment of the splicing parts between adjacent precast concrete wall panels, and then manually assembling them. After the assembly is completed, concrete needs to be poured at the splicing parts of the adjacent precast concrete wall panels for consolidation to achieve fixation between the precast concrete wall panels.

但是在混凝土浇筑过程中或后续拼装过程中,混凝土预制墙板难免受到外界的影响而发生晃动或位移,导致相邻的混凝土预制墙板的拼接处错位。因此,针对传统的混凝土预制墙板之间采用钢筋连接造成拼接效率低下,同时在拼接过程中容易发生晃动位移的缺陷,故而提出一种预制混凝土墙板连接结构。However, during the concrete pouring process or the subsequent assembly process, the precast concrete wall panels are inevitably affected by the outside world and shake or displace, resulting in the dislocation of the joints of adjacent precast concrete wall panels. Therefore, in view of the defects of low splicing efficiency caused by the use of steel bars to connect the traditional precast concrete wall panels and the easy occurrence of shaking and displacement during the splicing process, a precast concrete wall panel connection structure is proposed.

实用新型内容Utility Model Content

为了克服上述的技术问题,本实用新型的目的在于提供预制混凝土墙板连接结构,以解决现有技术中由于混凝土浇筑过程中或后续拼装过程中,混凝土预制墙板难免受到外界的影响而发生晃动或位移,导致相邻的混凝土预制墙板的拼接处错位的问题。In order to overcome the above-mentioned technical problems, the purpose of the utility model is to provide a precast concrete wall panel connection structure to solve the problem in the prior art that the precast concrete wall panels are inevitably affected by the outside world during the concrete pouring process or the subsequent assembly process, causing shaking or displacement, resulting in misalignment of the joints of adjacent precast concrete wall panels.

本实用新型的目的可以通过以下技术方案实现:The purpose of the utility model can be achieved through the following technical solutions:

预制混凝土墙板连接结构,包括第一墙板和第二墙板,所述第一墙板一侧固定连接有卡块,所述第二墙板一侧开设有卡槽,所述卡块与卡槽相配合,所述卡块顶部开设有贯穿的通槽,所述通槽内部开设有多组凹槽,所述凹槽内部设置有移动块,所述移动块一端连接有限位块,所述卡槽内壁开设有限位槽,所述限位块贯穿卡块并与限位槽相配合。A precast concrete wall panel connection structure comprises a first wall panel and a second wall panel, wherein a clamping block is fixedly connected to one side of the first wall panel, a clamping slot is provided on one side of the second wall panel, the clamping block cooperates with the clamping slot, a through slot is provided on the top of the clamping block, a plurality of grooves are provided inside the through slot, a moving block is arranged inside the groove, one end of the moving block is connected to a limiting block, a limiting slot is provided on the inner wall of the clamping slot, the limiting block passes through the clamping block and cooperates with the limiting slot.

作为本实用新型进一步的方案:多组所述凹槽均为对称开设在通槽内壁。As a further solution of the utility model: a plurality of groups of grooves are symmetrically arranged on the inner wall of the through groove.

作为本实用新型进一步的方案:所述卡块外壁开设有滑槽,所述滑槽与凹槽相连通,所述限位块滑动连接在滑槽内部,所述限位块通过连接杆与移动块固定相连。As a further solution of the utility model: a slide groove is provided on the outer wall of the clamping block, the slide groove is communicated with the groove, the limit block is slidably connected inside the slide groove, and the limit block is fixedly connected to the moving block through a connecting rod.

作为本实用新型进一步的方案:所述移动块顶部为斜面。As a further solution of the utility model: the top of the moving block is an inclined surface.

作为本实用新型进一步的方案:所述卡块一侧外壁开设有多组注浆孔,所述注浆孔与通槽相连通,所述卡槽内壁开设有多组连接孔,多组所述连接孔分别与注浆孔相配合。As a further solution of the utility model: the outer wall of one side of the block is provided with multiple groups of grouting holes, the grouting holes are connected with the through groove, the inner wall of the slot is provided with multiple groups of connecting holes, the multiple groups of connecting holes are respectively matched with the grouting holes.

作为本实用新型进一步的方案:所述通槽内部设置有支撑杆,所述支撑杆底部固定连接有驱动盘,所述驱动盘的直径与通槽内径相同。As a further solution of the utility model: a support rod is arranged inside the through slot, a driving disk is fixedly connected to the bottom of the support rod, and the diameter of the driving disk is the same as the inner diameter of the through slot.

作为本实用新型进一步的方案:所述支撑杆顶部外壁固定连接有限位杆,所述限位杆端部与通槽内壁相贴。As a further solution of the utility model: a limiting rod is fixedly connected to the outer wall of the top of the support rod, and the end of the limiting rod is in contact with the inner wall of the through groove.

本实用新型的有益效果:Beneficial effects of the utility model:

本实用新型中,通过支撑杆底部的驱动盘在通槽内部滑动,当驱动盘与移动块顶部的斜面相抵时,推动移动块在凹槽内部滑动,移动块通过连接杆带动限位块移动插入到卡槽内壁上的限位槽内,从而完成卡板与卡槽之间的连接固定,提高第一墙板和第二墙板之间连接的稳定性。In the utility model, the driving disk at the bottom of the support rod slides inside the through groove. When the driving disk abuts against the inclined surface at the top of the moving block, the moving block is pushed to slide inside the groove. The moving block drives the limit block to move and insert into the limit groove on the inner wall of the slot through the connecting rod, thereby completing the connection and fixation between the card plate and the slot, and improving the stability of the connection between the first wall panel and the second wall panel.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

下面结合附图对本实用新型作进一步的说明。The utility model is further described below in conjunction with the accompanying drawings.

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

图2是本实用新型图1局部结构示意图;FIG2 is a schematic diagram of a partial structure of FIG1 of the utility model;

图3是本实用新型第一墙板结构示意图;FIG3 is a schematic diagram of the structure of the first wall panel of the utility model;

图4是本实用新型第一墙板左视结构示意图;FIG4 is a left-side structural schematic diagram of the first wall panel of the present invention;

图5是本实用新型图4中A部分放大结构示意图;FIG5 is an enlarged structural schematic diagram of part A in FIG4 of the present utility model;

图6是本实用新型第二墙板结构示意图;Figure 6 is a schematic diagram of the structure of the second wall panel of the utility model;

图7是本实用新型图6局部结构示意图;FIG7 is a schematic diagram of the partial structure of FIG6 of the utility model;

图8是本实用新型中支撑杆整体结构示意图。FIG8 is a schematic diagram of the overall structure of the support rod in the utility model.

图中:1、第一墙板;101、卡块;2、第二墙板;201、卡槽;202、限位槽;203、连接孔;3、通槽;301、凹槽;302、滑槽;303、注浆孔;4、移动块;401、限位块;402、连接杆;5、支撑杆;501、驱动盘;502、限位杆。In the figure: 1. first wall panel; 101. clamping block; 2. second wall panel; 201. clamping slot; 202. limiting slot; 203. connecting hole; 3. through slot; 301. groove; 302. slide slot; 303. grouting hole; 4. moving block; 401. limiting block; 402. connecting rod; 5. supporting rod; 501. driving disk; 502. limiting rod.

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、完整的描述,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作出创造性劳动前提下所获得的所有其它实施例,都属于本实用新型保护的范围。The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

如图1-图8所示,预制混凝土墙板连接结构,包括第一墙板1和第二墙板2,第一墙板1一侧固定连接有卡块101,第二墙板2一侧开设有卡槽201,卡块101与卡槽201相配合,卡块101顶部开设有贯穿的通槽3,通槽3内部开设有多组凹槽301,多组凹槽301均为对称开设在通槽3内壁,凹槽301内部设置有移动块4,移动块4顶部为斜面,移动块4一端连接有限位块401,卡槽201内壁开设有限位槽202,限位块401贯穿卡块101并与限位槽202相配合连接,从而对卡块101与卡槽201之间进行连接固定,提高第一墙板1和第二墙板2之间连接的稳定性。As shown in Figures 1 to 8, the precast concrete wall panel connection structure includes a first wall panel 1 and a second wall panel 2. A block 101 is fixedly connected to one side of the first wall panel 1, and a slot 201 is provided on one side of the second wall panel 2. The block 101 cooperates with the slot 201. A through slot 3 is provided on the top of the block 101. A plurality of groups of grooves 301 are provided inside the through slot 3. The plurality of groups of grooves 301 are symmetrically provided on the inner wall of the through slot 3. A moving block 4 is provided inside the groove 301. The top of the moving block 4 is an inclined surface. One end of the moving block 4 is connected to a limiting block 401. A limiting slot 202 is provided on the inner wall of the slot 201. The limiting block 401 penetrates the block 101 and is connected in cooperation with the limiting slot 202, thereby connecting and fixing the block 101 and the slot 201, thereby improving the stability of the connection between the first wall panel 1 and the second wall panel 2.

如图1、图2和图5所示,上述中的卡块101外壁开设有滑槽302,滑槽302与凹槽301相连通,限位块401滑动连接在滑槽302内部,限位块401通过连接杆402与移动块4固定相连,连接杆402的直径小于限位块401的直径,限位块401的直径与滑槽302的内径相同,从而对限位块401进行限位,避免限位块401被移动块4带出滑落到通槽3内部。As shown in Figures 1, 2 and 5, a slide groove 302 is provided on the outer wall of the above-mentioned block 101, and the slide groove 302 is connected to the groove 301. The limit block 401 is slidably connected inside the slide groove 302. The limit block 401 is fixedly connected to the moving block 4 through a connecting rod 402. The diameter of the connecting rod 402 is smaller than the diameter of the limit block 401. The diameter of the limit block 401 is the same as the inner diameter of the slide groove 302, thereby limiting the limit block 401 to prevent the limit block 401 from being brought out by the moving block 4 and sliding into the through groove 3.

如图1和图2所示,上述中的卡块101一侧外壁开设有多组注浆孔303,注浆孔303与通槽3相连通,卡槽201内壁开设有多组连接孔203,多组连接孔203分别与注浆孔303相配合,在对通槽3内部浇注混凝土时,混凝土通过注浆孔303进入到连接孔203内部,对第一墙板1和第二墙板2之间进行连接,同时部分混凝土进入到卡槽201和卡块101之间的缝隙中进行填充,提高连接的密封性。As shown in Figures 1 and 2, the outer wall of one side of the block 101 is provided with multiple groups of grouting holes 303, the grouting holes 303 are connected with the through groove 3, and the inner wall of the slot 201 is provided with multiple groups of connecting holes 203, which respectively cooperate with the grouting holes 303. When pouring concrete into the through groove 3, the concrete enters the connecting holes 203 through the grouting holes 303 to connect the first wall panel 1 and the second wall panel 2. At the same time, part of the concrete enters the gap between the slot 201 and the block 101 to fill it, thereby improving the sealing of the connection.

如图1、图5和图8所示,上述中的通槽3内部设置有支撑杆5,支撑杆5底部固定连接有驱动盘501,驱动盘501的直径与通槽3内径相同支撑杆5顶部外壁固定连接有限位杆502,限位杆502端部与通槽3内壁相贴,通过支撑杆5带动驱动盘501在通槽3内部滑动然后与移动块4顶部的斜面相抵,从而推动移动块4带动限位块401移动插入到卡槽201内壁上的限位槽202中,对第一墙板1和第二墙板2之间进行连接。As shown in Figures 1, 5 and 8, a support rod 5 is provided inside the through slot 3 mentioned above, and a driving disk 501 is fixedly connected to the bottom of the support rod 5. The diameter of the driving disk 501 is the same as the inner diameter of the through slot 3. A limiting rod 502 is fixedly connected to the outer wall of the top of the support rod 5, and the end of the limiting rod 502 is in contact with the inner wall of the through slot 3. The driving disk 501 is driven by the support rod 5 to slide inside the through slot 3 and then abuts against the inclined surface at the top of the moving block 4, thereby pushing the moving block 4 to drive the limiting block 401 to move and insert into the limiting slot 202 on the inner wall of the slot 201, thereby connecting the first wall panel 1 and the second wall panel 2.

本实用新型的工作原理:使用者使用时,先将第一墙板1放置到建筑上进行安装,然后再将第二墙板2放置到建筑上进行安装,第二墙板2进行安装时,第二墙板2上的卡槽201与第一墙板1侧壁的卡块101上下对齐,然后滑入到卡块101的外壁进行卡接,从而对第一墙板1和第二墙板2之间进行卡接连接,然后将支撑杆5插入到通槽3内部,支撑杆5底部的驱动盘501在通槽3内部滑动,当驱动盘501与移动块4顶部的斜面相抵时,推动移动块4在凹槽301内部滑动,移动块4通过连接杆402带动限位块401移动插入到卡槽201内壁上的限位槽202内,从而完成卡块101与卡槽201之间的连接固定,提高第一墙板1和第二墙板2之间连接的稳定性,然后驱动盘501继续向下移动,对多组移动块4进行推动,从而使多组移动块4带动限位块401插入到卡槽201内壁上的限位槽202内部,进一步的提高垃圾的稳定性,然后驱动盘501移动到通槽3的底部,同时支撑杆5顶部与第一墙板1和第二墙板2顶部平齐,且支撑杆5顶部外壁上的限位杆502与通槽3的内壁相贴,对支撑杆5进行支撑,然后对通槽3内部灌输混凝土进行填充,从而对通槽3内部的凹槽301进行填充,使凹槽301内部的移动块4无法移动,避免限位块401从限位槽202内部脱离,提高连接的稳定性,进入到通槽3内部的混凝土部分通过注浆孔303进入到连接孔203内部,从而对第一墙板1和第二墙板2之间进行连接,且部分混凝土通过注浆孔303进入到卡槽201与卡块101之间的缝隙中进行填充,提高第一墙板1和第二墙板2之间连接的密封性。The working principle of the utility model is as follows: when the user uses it, the first wall panel 1 is first placed on the building for installation, and then the second wall panel 2 is placed on the building for installation. When the second wall panel 2 is installed, the slot 201 on the second wall panel 2 is aligned with the block 101 on the side wall of the first wall panel 1, and then slides into the outer wall of the block 101 for clamping, so as to clamp and connect the first wall panel 1 and the second wall panel 2. Then the support rod 5 is inserted into the through slot 3, and the driving disk 501 at the bottom of the support rod 5 slides inside the through slot 3. When the driving disk 501 is against the inclined surface at the top of the moving block 4, the moving block 4 is pushed to slide inside the groove 301. The moving block 4 drives the limiting block 401 to move and insert into the limiting groove 202 on the inner wall of the slot 201 through the connecting rod 402, thereby completing the connection and fixation between the block 101 and the slot 201, improving the stability of the connection between the first wall panel 1 and the second wall panel 2, and then the driving disk 501 continues to move downward to push multiple groups of moving blocks 4, from The multiple groups of moving blocks 4 drive the limiting blocks 401 to be inserted into the limiting grooves 202 on the inner wall of the card slot 201, further improving the stability of the garbage, and then the driving disk 501 moves to the bottom of the through groove 3, and at the same time, the top of the support rod 5 is flush with the top of the first wall panel 1 and the second wall panel 2, and the limiting rod 502 on the outer wall of the top of the support rod 5 is in contact with the inner wall of the through groove 3 to support the support rod 5, and then the through groove 3 is filled with concrete, thereby filling the groove 301 inside the through groove 3, so that the moving block 4 inside the groove 301 cannot move, and the limiting block 401 is prevented from detaching from the limiting groove 202, thereby improving the stability of the connection, and part of the concrete entering the through groove 3 enters the connection hole 203 through the grouting hole 303, thereby connecting the first wall panel 1 and the second wall panel 2, and part of the concrete enters the gap between the card slot 201 and the card block 101 through the grouting hole 303 to fill, thereby improving the sealing of the connection between the first wall panel 1 and the second wall panel 2.

以上对本实用新型的一个实施例进行了详细说明,但所述内容仅为本实用新型的较佳实施例,不能被认为用于限定本实用新型的实施范围。凡依本实用新型申请范围所作的均等变化与改进等,均应仍归属于本实用新型的专利涵盖范围之内。The above is a detailed description of an embodiment of the utility model, but the content is only a preferred embodiment of the utility model and cannot be considered to limit the scope of implementation of the utility model. All equivalent changes and improvements made within the scope of application of the utility model should still fall within the scope of the patent coverage of the utility model.

Claims (7)

1. Precast concrete wallboard connection structure, including first wallboard (1) and second wallboard (2), its characterized in that, first wallboard (1) one side fixedly connected with fixture block (101), draw-in groove (201) have been seted up to second wallboard (2) one side, fixture block (101) cooperatees with draw-in groove (201), logical groove (3) that run through have been seted up at fixture block (101) top, multiunit recess (301) have been seted up to logical groove (3) inside, recess (301) inside is provided with movable block (4), movable block (4) one end is connected with stopper (401), spacing groove (202) have been seted up to draw-in groove (201) inner wall, stopper (401) run through fixture block (101) and cooperate with spacing groove (202).
2. The precast concrete wallboard connecting structure according to claim 1, wherein the plurality of groups of grooves (301) are symmetrically formed on the inner wall of the through groove (3).
3. The precast concrete wallboard connecting structure according to claim 1, wherein the outer wall of the clamping block (101) is provided with a chute (302), the chute (302) is communicated with the groove (301), the limiting block (401) is slidably connected inside the chute (302), and the limiting block (401) is fixedly connected with the moving block (4) through a connecting rod (402).
4. The precast concrete plank connecting structure of claim 1, wherein the top of the moving block (4) is a slope.
5. The precast concrete wallboard connecting structure according to claim 1, wherein a plurality of groups of grouting holes (303) are formed in the outer wall of one side of the clamping block (101), the grouting holes (303) are communicated with the through groove (3), a plurality of groups of connecting holes (203) are formed in the inner wall of the clamping groove (201), and the plurality of groups of connecting holes (203) are respectively matched with the grouting holes (303).
6. The precast concrete wallboard connecting structure according to claim 1, wherein a supporting rod (5) is arranged inside the through groove (3), a driving disc (501) is fixedly connected to the bottom of the supporting rod (5), and the diameter of the driving disc (501) is the same as the inner diameter of the through groove (3).
7. The precast concrete wallboard connecting structure according to claim 6, wherein the outer wall of the top of the supporting rod (5) is fixedly connected with a limiting rod (502), and the end part of the limiting rod (502) is attached to the inner wall of the through groove (3).
CN202322639163.1U 2023-09-27 2023-09-27 Precast concrete wall panel connection structure Active CN220928298U (en)

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