CN221760613U - Anchoring device for air shield dam - Google Patents
Anchoring device for air shield dam Download PDFInfo
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- CN221760613U CN221760613U CN202322857772.4U CN202322857772U CN221760613U CN 221760613 U CN221760613 U CN 221760613U CN 202322857772 U CN202322857772 U CN 202322857772U CN 221760613 U CN221760613 U CN 221760613U
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- pressing plate
- anchoring device
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- air shield
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- 238000004873 anchoring Methods 0.000 title claims abstract description 11
- 238000009434 installation Methods 0.000 abstract description 13
- 238000010276 construction Methods 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 2
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
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Abstract
Description
技术领域Technical Field
本实用新型属于气盾坝技术领域,具体涉及一种气盾坝锚固装置。The utility model belongs to the technical field of air shield dams, and in particular relates to an air shield dam anchoring device.
背景技术Background Art
气盾坝的盾板与基础底板连接,其夹角处设置气囊,通过对气囊进行充排气,实现升坝和降坝的功能。盾板与基础底板的连接,以及气囊与基础底板的连接通过预埋螺栓或预制水泥块实现锚固。长期工作过程中,容易在盾板或气囊的软连接处发生需要维护的问题,当反复对预埋锚固件拆卸时,容易发生松动和破坏预埋件,从而导致破坏基础底板的问题。The shield plate of the air shield dam is connected to the base plate, and an air bag is set at the angle. By inflating and exhausting the air bag, the dam can be raised and lowered. The connection between the shield plate and the base plate, and the connection between the air bag and the base plate are anchored by pre-embedded bolts or prefabricated cement blocks. During long-term work, maintenance problems are likely to occur at the soft connection of the shield plate or the air bag. When the embedded anchors are repeatedly disassembled, they are prone to loosening and damage, thereby damaging the base plate.
现有技术中提供了一种图1所示的气盾坝锚固装置,其主要是通过在安装基础中预埋连接块实现与压块组件的连接,避免频繁拆装对安装基础的损坏,但是这种结构的明显缺陷是其为一次浇筑,且使用寿命有限,在多次拆装、维护后需要破损,重新浇筑,导致维护工作量加大,成本增加。The prior art provides an air shield dam anchoring device as shown in FIG1 , which mainly realizes connection with the pressure block assembly by pre-embedded connecting blocks in the installation foundation to avoid damage to the installation foundation due to frequent disassembly and assembly. However, the obvious defect of this structure is that it is cast once and has a limited service life. After multiple disassembly and assembly and maintenance, it needs to be damaged and re-cast, which increases the maintenance workload and costs.
实用新型内容Utility Model Content
本实用新型的目的避免连接块拆装时对安装基础的破损的同时,提升连接块的使用寿命或降低重新配置时的成本及工作量。The utility model aims to avoid damage to the installation base when the connection block is disassembled and assembled, and at the same time to increase the service life of the connection block or reduce the cost and workload during reconfiguration.
本实用新型所采用的技术方案是一种气盾坝锚固装置,包括上压板、下压板,还包括地埋块,该地埋块由沿长度方向延伸的主体及多个沿长度方向均匀设置在该主体两侧的活动撑杆构成;The technical solution adopted by the utility model is an air shield dam anchoring device, including an upper pressure plate, a lower pressure plate, and an underground block, the underground block is composed of a main body extending along the length direction and a plurality of movable struts uniformly arranged on both sides of the main body along the length direction;
所述活动撑杆的内端通过销轴与所述主体活动连接,以使得所述活动撑杆的外端绕所述销轴向外转动90°,垂直于所述主体置放。The inner end of the movable support rod is movably connected to the main body through a pin shaft, so that the outer end of the movable support rod is rotated outwardly by 90 degrees around the pin shaft and is placed perpendicular to the main body.
作为进一步改进,上压板的中心部位、所述下压板的一端端部各设置有一同轴螺孔,一螺栓自上而下穿过所述螺孔后与所述主体上的螺孔螺纹连接。As a further improvement, a coaxial screw hole is provided at the central portion of the upper pressing plate and at one end of the lower pressing plate, and a bolt passes through the screw hole from top to bottom and is threadedly connected with the screw hole on the main body.
本实用新型的有益效果:有效避免了对安装基础的破损,连接块的拆装和维护简易,施工量小、成本低。The utility model has the following beneficial effects: the damage to the installation foundation is effectively avoided; the disassembly and assembly and maintenance of the connection block are simple; the construction amount is small and the cost is low.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为现有技术气盾坝软连接锚固的结构示意图;FIG1 is a schematic diagram of the structure of a soft connection anchor of a gas shield dam in the prior art;
图2为本实用新型提供的一种气盾坝锚固装置的应用示意图。FIG. 2 is a schematic diagram of an application of an air shield dam anchoring device provided by the utility model.
图3是气盾坝锚固装置的横向剖视图。FIG. 3 is a transverse cross-sectional view of the air shield dam anchoring device.
图4是气盾坝锚固装置的结构示意图。FIG. 4 is a schematic structural diagram of the air shield dam anchoring device.
附图标记说明:Description of reference numerals:
1、上压板;2、下压板;3、地埋块;4、主体;5、活动撑杆;6、螺栓;7、安装基础;8、安装槽;9、安装腔。1. Upper pressure plate; 2. Lower pressure plate; 3. Buried block; 4. Main body; 5. Movable support rod; 6. Bolt; 7. Installation base; 8. Installation groove; 9. Installation cavity.
具体实施方式DETAILED DESCRIPTION
下面将结合附图和具体实施方式对本实用新型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 technical solution of the utility model will be described clearly and completely below in conjunction with the accompanying drawings and specific implementation methods. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments of 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.
在本实用新型的描述中,需要理解的是,术语“中心、横向、纵向、上、下、前、后、左、右、竖直、水平、顶、底、内、外”等指示的方位或位置关系为基于附图2所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。In the description of the present invention, it should be understood that the terms "center, lateral, longitudinal, up, down, front, back, left, right, vertical, horizontal, top, bottom, inside, outside" and the like indicate directions or positional relationships based on the directions or positional relationships shown in FIG. 2 , and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific direction, be constructed and operated in a specific direction, and therefore should not be understood as a limitation on the present invention.
目前气盾坝的盾板或气囊与基础底板连接处均设有软连接,连接方式通过预埋锚栓与基础底板进行连接,或者是通过在基础底板上设置内螺纹,再通过螺栓贯穿软连接与基础底板的内螺纹连接,其中现有的第一种连接方式的结构示意图如图1所示,先在基础底板上预埋锚栓,锚栓连接头在基础底板上外露,盾板或气囊软连接贯穿锚栓,再通过螺母固定。目前锚栓预埋在基础底板上,锚栓仅通过基础底板的水泥进行粘固,其稳定性差,当需要对盾板或气囊进行维护时,需反复对螺母和锚栓进行拆卸,容易使预埋锚栓松动或破坏基础底板。At present, the shield plate or airbag of the gas shield dam is provided with a soft connection at the connection with the foundation bottom plate, and the connection method is to connect with the foundation bottom plate through a pre-buried anchor bolt, or to set an internal thread on the foundation bottom plate, and then pass the bolt through the soft connection to connect with the internal thread of the foundation bottom plate. The structural schematic diagram of the existing first connection method is shown in Figure 1. The anchor bolt is first pre-buried on the foundation bottom plate, and the anchor bolt connection head is exposed on the foundation bottom plate. The shield plate or airbag soft connection passes through the anchor bolt and is then fixed by a nut. At present, the anchor bolt is pre-buried on the foundation bottom plate, and the anchor bolt is only fixed by the cement of the foundation bottom plate. Its stability is poor. When the shield plate or airbag needs to be maintained, the nut and anchor bolt need to be repeatedly disassembled, which is easy to loosen the pre-buried anchor bolt or damage the foundation bottom plate.
为了避免连接块拆装时对安装基础的破损的同时,提升连接块的使用寿命或降低重新配置时的成本及工作量,本实施例提供了一种图3所示的气盾坝锚固装置,包括图2所示的置于安装基础7上方的上压板1、下压板2,还包括置于安装基础7内的安装槽8内的地埋块3,该地埋块3由图3或图4所示的沿安装槽8的长度方向延伸的主体4及多个沿长度方向均匀设置在该主体4两侧的活动撑杆5构成;活动撑杆5的内端通过销轴与主体4活动连接,以使得活动撑杆5的外端绕销轴向外转动90°,垂直于主体4置放,由图2可见,活动撑杆5旋转至于主体4垂直位置时,其刚好卡装在安装槽8的侧壁上的安装腔9内,从而实现对主体4的限位,将地埋块3卡装在安装槽8内,再借助图2所示的上压板1的中心部位、下压板2的一端端部各设置有一同轴螺孔,一螺栓6自上而下穿过螺孔后与主体4上的螺孔螺纹连接,即通过螺栓6将上压板1、下压板2固定在地埋块3的主体4上,进而实现对气盾坝的盾板的软连接件的固定,完成对盾板的固定,而后期的维护或拆装时,只需要实现与地埋块的固定连接即可,整个拆装过程不会对安装基础7造成损伤。In order to avoid damage to the installation base when the connecting block is disassembled and assembled, and to increase the service life of the connecting block or reduce the cost and workload during reconfiguration, the present embodiment provides an air shield dam anchoring device as shown in FIG. 3, including an upper pressure plate 1 and a lower pressure plate 2 placed above the installation base 7 as shown in FIG. 2, and also including a buried block 3 placed in a mounting groove 8 in the installation base 7, the buried block 3 is composed of a main body 4 extending along the length direction of the mounting groove 8 as shown in FIG. 3 or 4, and a plurality of movable struts 5 uniformly arranged on both sides of the main body 4 along the length direction; the inner end of the movable strut 5 is movably connected to the main body 4 through a pin shaft, so that the outer end of the movable strut 5 is rotated outward 90° around the pin shaft and is placed perpendicular to the main body 4. As shown in FIG. 2 It can be seen that when the movable support rod 5 is rotated to the vertical position of the main body 4, it is just clamped in the mounting cavity 9 on the side wall of the mounting groove 8, thereby realizing the limitation of the main body 4, and the buried block 3 is clamped in the mounting groove 8, and then with the help of the central part of the upper pressure plate 1 and one end of the lower pressure plate 2 shown in Figure 2, a coaxial screw hole is respectively provided, and a bolt 6 passes through the screw hole from top to bottom and is threadedly connected with the screw hole on the main body 4, that is, the upper pressure plate 1 and the lower pressure plate 2 are fixed to the main body 4 of the buried block 3 by the bolt 6, thereby realizing the fixation of the soft connector of the shield plate of the air shield dam, and completing the fixation of the shield plate. During the later maintenance or disassembly and assembly, it is only necessary to realize the fixed connection with the buried block, and the entire disassembly and assembly process will not cause damage to the installation base 7.
而当地埋块3需要更换或修补时,根据破损情况采取局部修补,或者整体更换,整个维护过程中不会对安装基础7造成损伤,尤其是,地埋块的更换非常简易,通过吊装器具起吊即可完成,施工量小,用时短,大大节约了维护成本。When the buried block 3 needs to be replaced or repaired, local repair or overall replacement is adopted according to the damage condition, and the installation foundation 7 will not be damaged during the entire maintenance process. In particular, the replacement of the buried block is very simple and can be completed by lifting with lifting equipment, with small construction volume and short time, which greatly saves maintenance costs.
在本说明书的描述中,参考术语“一个实施例”、“示例”、“具体示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本实用新型的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。而且,描述的具体特征、结构、材料或者特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of this specification, the description with reference to the terms "one embodiment", "example", "specific example", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.
以上公开的本实用新型优选实施例只是用于帮助阐述本实用新型。优选实施例并没有详尽叙述所有的细节,也不限制该实用新型仅为的具体实施方式。显然,根据本说明书的内容,可作很多的修改和变化。本说明书选取并具体描述这些实施例,是为了更好地解释本实用新型的原理和实际应用,从而使所属技术领域技术人员能很好地理解和利用本实用新型。本实用新型仅受权利要求书及其全部范围和等效物的限制。The preferred embodiments of the utility model disclosed above are only used to help explain the utility model. The preferred embodiments do not describe all the details in detail, nor do they limit the utility model to only specific implementation methods. Obviously, many modifications and changes can be made according to the content of this specification. This specification selects and specifically describes these embodiments in order to better explain the principles and practical applications of the utility model, so that technicians in the relevant technical field can well understand and use the utility model. The utility model is limited only by the claims and their full scope and equivalents.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322857772.4U CN221760613U (en) | 2023-10-24 | 2023-10-24 | Anchoring device for air shield dam |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322857772.4U CN221760613U (en) | 2023-10-24 | 2023-10-24 | Anchoring device for air shield dam |
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| CN221760613U true CN221760613U (en) | 2024-09-24 |
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