CN220644202U - A kind of steel sheet pile for foundation reinforcement - Google Patents
A kind of steel sheet pile for foundation reinforcement Download PDFInfo
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- CN220644202U CN220644202U CN202322293300.0U CN202322293300U CN220644202U CN 220644202 U CN220644202 U CN 220644202U CN 202322293300 U CN202322293300 U CN 202322293300U CN 220644202 U CN220644202 U CN 220644202U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 63
- 239000010959 steel Substances 0.000 title claims abstract description 63
- 230000002787 reinforcement Effects 0.000 title abstract description 10
- 230000000670 limiting effect Effects 0.000 claims abstract description 45
- 230000007246 mechanism Effects 0.000 claims abstract description 43
- 238000001125 extrusion Methods 0.000 claims description 23
- 238000004891 communication Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims 6
- 230000000694 effects Effects 0.000 abstract description 18
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000002689 soil Substances 0.000 description 7
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000007664 blowing Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000001595 contractor effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- 239000002699 waste material Substances 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
Description
技术领域Technical field
本实用新型涉及建筑施工技术领域,尤其涉及一种地基加固用钢板桩。The utility model relates to the technical field of building construction, in particular to a steel sheet pile for foundation reinforcement.
背景技术Background technique
钢板桩是一种长条形的钢材,通常由热轧或冷弯加工而成。它的形状类似于一块薄板,具有较高的强度和刚度,适用于土壤较硬的地区。钢板桩通常通过振动或打击的方式将其驱入土壤中,以增加地基的承载能力和稳定性。但是现有技术中,现有的钢板桩在使用时一般都是用在浇筑混凝土建设建筑地基时使用到,利用钢板桩将土壤进行阻挡。但是现有的钢板桩在使用时都是通过液压杆或者支撑杆将两个钢板桩进行固定支撑,由于液压杆与钢板桩之间没有连接机构;进而导致钢板桩外侧土壤松散或者没有土壤时,进行浇筑会导致混凝土将钢板桩向外挤压,从而导致钢板桩出现倾斜姿态。进而导致混凝土溢出,造成浪费的情况出现;并且由于钢板桩与液压杆或者支撑杆之间缺少连接机构会导致钢板桩与液压杆之间的稳定性不佳,进而难以更好地便于使用者进行操作使用。Steel sheet piles are long strips of steel that are usually hot-rolled or cold-formed. Its shape is similar to a thin plate, has high strength and stiffness, and is suitable for areas with harder soil. Steel sheet piles are usually driven into the soil by vibration or blowing to increase the load-bearing capacity and stability of the foundation. However, in the prior art, the existing steel sheet piles are generally used when pouring concrete to build building foundations, and the steel sheet piles are used to block the soil. However, when the existing steel sheet piles are used, two steel sheet piles are fixedly supported by hydraulic rods or support rods. Since there is no connecting mechanism between the hydraulic rods and the steel sheet piles, when the soil outside the steel sheet piles is loose or there is no soil, Pouring causes the concrete to push the sheet piles outward, causing the sheet piles to tilt. This will lead to concrete overflow and waste; and the lack of a connection mechanism between the steel sheet pile and the hydraulic rod or support rod will lead to poor stability between the steel sheet pile and the hydraulic rod, making it difficult to better facilitate the user. operational use.
实用新型内容Utility model content
本实用新型的目的是为了解决现有技术中存在的缺点,提供一种地基加固用钢板桩。The purpose of this utility model is to solve the shortcomings existing in the prior art and provide a steel sheet pile for foundation reinforcement.
为了实现上述目的,本实用新型采用了如下技术方案:一种地基加固用钢板桩,包括:主体机构,所述主体机构的一侧设置有连接机构,所述连接机构的两侧设置有限位机构,所述连接机构包括固定块,所述固定块的内部设置有活动槽,所述活动槽的内部设置有锥形挤压块,所述锥形挤压块地顶端设置有轴承,所述轴承的内部设置有螺纹转动杆,所述螺纹转动杆的顶端设置有六角转动块,所述锥形挤压块底端的两侧设置有两个限位柱。In order to achieve the above purpose, the utility model adopts the following technical solution: a steel sheet pile for foundation reinforcement, including: a main body mechanism, a connecting mechanism is provided on one side of the main body mechanism, and a limiting mechanism is provided on both sides of the connecting mechanism. , the connecting mechanism includes a fixed block, a movable groove is provided inside the fixed block, a conical extrusion block is provided inside the movable groove, a bearing is provided at the top of the conical extrusion block, and the bearing A threaded rotating rod is provided inside, a hexagonal rotating block is provided at the top of the threaded rotating rod, and two limiting posts are provided on both sides of the bottom end of the conical extrusion block.
作为一种优选的实施方式,所述主体机构包括钢板桩本体,所述钢板桩本体的一侧设置有两个限位孔板,所述钢板桩本体的一侧与两个限位孔板的一侧固定连接,所述限位孔板远离钢板桩本体的一侧设置有液压杆。As a preferred embodiment, the main body mechanism includes a steel sheet pile body. Two limiting orifice plates are provided on one side of the steel sheet pile body. One side of the steel sheet pile body is in contact with the two limiting orifice plates. One side is fixedly connected, and a hydraulic rod is provided on the side of the limiting hole plate away from the steel sheet pile body.
作为一种优选的实施方式,所述锥形挤压块的外侧与活动槽的内侧滑动连接,所述锥形挤压块的顶端通过轴承与螺纹转动杆底端的外侧转动连接。As a preferred embodiment, the outer side of the conical extrusion block is slidingly connected to the inner side of the movable groove, and the top end of the conical extrusion block is rotationally connected to the outer side of the bottom end of the threaded rotating rod through a bearing.
作为一种优选的实施方式,两个所述限位柱的外侧与固定块两侧的内部滑动连通。As a preferred embodiment, the outer sides of the two limiting posts are in sliding communication with the insides of both sides of the fixed block.
作为一种优选的实施方式,两个所述限位柱远离固定块一端的外侧与限位孔板的内部卡接。As a preferred embodiment, the outer sides of one end of the two limiting posts away from the fixed block are engaged with the inside of the limiting orifice plate.
作为一种优选的实施方式,所述螺纹转动杆的顶端与六角转动块的底端固定连接。As a preferred embodiment, the top end of the threaded rotating rod is fixedly connected to the bottom end of the hexagonal rotating block.
与现有技术相比,本实用新型的优点和积极效果在于:Compared with the existing technology, the advantages and positive effects of this utility model are:
本实用新型通过安装的连接机构可以更好地便于使用者对钢板桩本体进行固定撑开时,可以更好增加钢板桩本体与液压杆之间的连接效果,增加钢板桩本体与液压杆之间的固定效果,避免以往由于液压杆与钢板桩本体之间没有连接结构导致,钢板桩本体外侧的土壤空隙较大,导致浇筑混凝土时会将钢板桩本体向外挤压,导致钢板桩本体向外倾斜的情况出现,进而更好地增加钢板桩本体的稳定性,从而避免浇筑混凝土时不会出现外溢现象,进而更好地便于使用者的使用,降低消耗成本。Through the installed connection mechanism, the utility model can better facilitate the user to fix and expand the steel sheet pile body, and can better increase the connection effect between the steel sheet pile body and the hydraulic rod, and increase the connection between the steel sheet pile body and the hydraulic rod. The fixing effect prevents the large soil voids outside the steel sheet pile body caused by the lack of a connection structure between the hydraulic rod and the steel sheet pile body in the past, causing the steel sheet pile body to be squeezed outward when pouring concrete, causing the steel sheet pile body to be outward. The situation of tilting occurs, thereby better increasing the stability of the steel sheet pile body, thereby avoiding spillage when pouring concrete, thereby making it easier for users to use and reducing consumption costs.
附图说明Description of drawings
图1为本实用新型提供的一种地基加固用钢板桩的结构示意图。Figure 1 is a schematic structural diagram of a steel sheet pile for foundation reinforcement provided by the utility model.
图2为本实用新型提供的一种地基加固用钢板桩的局部放大结构示意图。Figure 2 is a partially enlarged structural diagram of a steel sheet pile for foundation reinforcement provided by the utility model.
图3为本实用新型提供的一种地基加固用钢板桩的连接机构结构示意图。Figure 3 is a schematic structural diagram of a connecting mechanism of steel sheet piles for foundation reinforcement provided by the utility model.
图4为本实用新型提供的一种地基加固用钢板桩的连接机构剖面结构示意图。Figure 4 is a schematic cross-sectional structural diagram of a connecting mechanism of steel sheet piles for foundation reinforcement provided by the utility model.
图例说明:illustration:
1、主体机构;11、钢板桩本体;12、限位孔板;13、液压杆;1. Main mechanism; 11. Steel sheet pile body; 12. Limiting orifice plate; 13. Hydraulic rod;
2、连接机构;21、固定块;22、螺纹转动杆;23、六角转动块;24、轴承;25、锥形挤压块;26、活动槽;27、限位柱;2. Connection mechanism; 21. Fixed block; 22. Threaded rotating rod; 23. Hexagonal rotating block; 24. Bearing; 25. Conical extrusion block; 26. Movable groove; 27. Limiting column;
3、限位机构;31、安装槽;32、弹簧;33、连接板。3. Limiting mechanism; 31. Installation slot; 32. Spring; 33. Connecting 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.
实施例1Example 1
如图1-图4所示,本实用新型提供一种技术方案:一种地基加固用钢板桩,包括:主体机构1,主体机构1的一侧设置有连接机构2,连接机构2的两侧设置有限位机构3,连接机构2包括固定块21,固定块21的内部设置有活动槽26,活动槽26的内部设置有锥形挤压块25,锥形挤压块25的顶端设置有轴承24,轴承24的内部设置有螺纹转动杆22,螺纹转动杆22的顶端设置有六角转动块23,锥形挤压块25底端的两侧设置有两个限位柱27,主体机构1包括钢板桩本体11,钢板桩本体11的一侧设置有两个限位孔板12,钢板桩本体11的一侧与两个限位孔板12的一侧固定连接,限位孔板12远离钢板桩本体11的一侧设置有液压杆13,从而更好地便于使用者进行建筑使用,锥形挤压块25的外侧与活动槽26的内侧滑动连接,锥形挤压块25的顶端通过轴承24与螺纹转动杆22底端的外侧转动连接,进而通过安装的轴承24可以增加锥形挤压块25与螺纹转动杆22之间的连接效果,并且更好地便于螺纹转动杆22之间转动效果,两个限位柱27的外侧与固定块21两侧的内部滑动连通,从而更好地便于两个限位柱27在固定块21两侧的内部进行滑动效果,两个限位柱27远离固定块21一端的外侧与限位孔板12的内部卡接,进而增加限位柱27与限位孔板12之间的连接效果,螺纹转动杆22的顶端与六角转动块23的底端固定连接,从而增加螺纹转动杆22与六角转动块23之间的连接效果,螺纹转动杆22的外侧与固定块21的内部螺纹连接,进而在转动螺纹转动杆22时,螺纹转动杆22与固定块21之间可以进行高度调节效果,需要注意的是液压杆13的两端均设置有连接机构2和限位机构3,并且连接机构2设置在两个限位孔板12之间,进而更好地便于连接机构2将限位孔板12与液压杆13之间进行连接效果。As shown in Figures 1 to 4, the utility model provides a technical solution: a steel sheet pile for foundation reinforcement, including: a main body mechanism 1, a connecting mechanism 2 is provided on one side of the main body mechanism 1, and a connecting mechanism 2 is provided on both sides of the connecting mechanism 2 A limiting mechanism 3 is provided. The connecting mechanism 2 includes a fixed block 21. A movable groove 26 is provided inside the fixed block 21. A conical extrusion block 25 is provided inside the movable groove 26. A bearing is provided at the top of the conical extrusion block 25. 24. A threaded rotating rod 22 is provided inside the bearing 24. A hexagonal rotating block 23 is provided at the top of the threaded rotating rod 22. Two limiting posts 27 are provided on both sides of the bottom end of the conical extrusion block 25. The main body mechanism 1 includes a steel plate. Pile body 11, one side of the steel sheet pile body 11 is provided with two limiting orifice plates 12, one side of the steel sheet pile body 11 is fixedly connected to one side of the two limiting orifice plates 12, and the limiting orifice plate 12 is away from the steel sheet pile. A hydraulic rod 13 is provided on one side of the body 11 to better facilitate the user's construction use. The outside of the conical extrusion block 25 is slidingly connected to the inside of the movable groove 26. The top of the cone-shaped extrusion block 25 passes through the bearing 24. It is rotationally connected to the outside of the bottom end of the threaded rotating rod 22, and the installed bearing 24 can increase the connection effect between the conical extrusion block 25 and the threaded rotating rod 22, and better facilitate the rotation effect between the threaded rotating rods 22, The outer sides of the two limiting columns 27 are in sliding communication with the interior of both sides of the fixed block 21 , thereby better facilitating the sliding effect of the two limiting columns 27 on both sides of the fixed block 21 , and the two limiting columns 27 are away from the fixed block 21 . The outer side of one end of the block 21 is engaged with the inside of the limiting orifice plate 12, thereby increasing the connection effect between the limiting column 27 and the limiting orifice plate 12. The top end of the threaded rotating rod 22 is fixedly connected to the bottom end of the hexagonal rotating block 23. , thereby increasing the connection effect between the threaded rotating rod 22 and the hexagonal rotating block 23. The outside of the threaded rotating rod 22 is threadedly connected to the inside of the fixed block 21, and when the threaded rotating rod 22 is rotated, the threaded rotating rod 22 and the fixed block 21 The height adjustment effect can be achieved between the two ends of the hydraulic rod 13. It should be noted that the connecting mechanism 2 and the limiting mechanism 3 are provided at both ends of the hydraulic rod 13, and the connecting mechanism 2 is provided between the two limiting orifice plates 12, thereby better It is convenient for the connecting mechanism 2 to connect the limiting orifice plate 12 and the hydraulic rod 13 .
实施例2Example 2
如图1-图4所示,限位机构3包括安装槽31,安装槽31开凿在固定块21的两侧,安装槽31的内部设置有弹簧32,弹簧32的一端与安装槽31的内侧固定连接,弹簧32远离固定块21的一端设置有连接板33,弹簧32远离固定块21的一端与连接板33的一端固定连接,从而增加弹簧32与连接板33之间的固定效果,通过安装的弹簧32可以增加连接板33与固定块21之间的连接效果,并且对连接板33进行弹力收缩效果,连接板33远离弹簧32的一端与限位柱27的一侧固定连接,进而通过安装的弹簧32和连接板33可以对限位柱27进行支撑效果,防止限位柱27出现脱落。As shown in Figures 1 to 4, the limiting mechanism 3 includes a mounting slot 31, which is drilled on both sides of the fixed block 21. A spring 32 is provided inside the mounting slot 31, and one end of the spring 32 is connected to the inside of the mounting slot 31. Fixed connection, one end of the spring 32 away from the fixed block 21 is provided with a connecting plate 33, and one end of the spring 32 away from the fixed block 21 is fixedly connected to one end of the connecting plate 33, thereby increasing the fixing effect between the spring 32 and the connecting plate 33. By installing The spring 32 can increase the connection effect between the connecting plate 33 and the fixed block 21, and perform an elastic contraction effect on the connecting plate 33. The end of the connecting plate 33 away from the spring 32 is fixedly connected to one side of the limiting column 27, and then through installation The spring 32 and the connecting plate 33 can support the limiting column 27 and prevent the limiting column 27 from falling off.
工作原理:working principle:
如图1-图4所示,通过开凿在固定块21内部的活动槽26可以更好地便于锥形挤压块25进行上下活动操作,通过安装在锥形挤压块25顶端上的轴承24可以更好地便于螺纹转动杆22与锥形挤压块25之间进行连接效果,并且更好地便于螺纹转动杆22进行转动效果,通过安装在螺纹转动杆22顶端上的六角转动块23可以更好地便于使用者对螺纹转动杆22进行转动效果,由于螺纹转动杆22的外侧与固定块21的内部螺纹连接,进而在转动螺纹转动杆22时,螺纹转动杆22与固定块21之间可以进行高度调节效果,从而使螺纹转动杆22底端上的锥形挤压块25向下进行移动,进而通过锥形挤压块25可以插入在两个限位柱27之间的间隙,随着锥形挤压块25向下移动越多,进而通过锥形挤压块25可以将两个限位柱27进行挤出效果,从而通过挤出的限位柱27可以对限位孔板12进行限位效果,通过开凿在固定块21内部的安装槽31可以更好地便于弹簧32安装在固定块21的内部,通过安装的弹簧32可以对连接板33进行弹力效果,通过安装的连接板33可以将弹簧32与限位柱27之间进行连接效果,进而通过安装的弹簧32和连接板33可以对限位柱27进行支撑效果,防止限位柱27出现脱落,通过安装的连接机构2可以更好地便于使用者对钢板桩本体11进行固定撑开时,可以更好增加钢板桩本体11与液压杆13之间的连接效果,增加钢板桩本体11与液压杆13之间的固定效果,避免以往由于液压杆13与钢板桩本体11之间没有连接结构导致,钢板桩本体11外侧的土壤空隙较大,导致浇筑混凝土时会将钢板桩本体11向外挤压,导致钢板桩本体11向外倾斜的情况出现,进而更好地增加钢板桩本体11的稳定性,从而避免浇筑混凝土时不会出现外溢现象,进而更好地便于使用者的使用,降低消耗成本。As shown in Figures 1 to 4, the movable groove 26 dug inside the fixed block 21 can better facilitate the up and down movement of the conical extrusion block 25, and the bearing 24 installed on the top of the cone extrusion block 25 The connection effect between the threaded rotating rod 22 and the conical extrusion block 25 can be better facilitated, and the rotating effect of the threaded rotating rod 22 can be better facilitated. The hexagonal rotating block 23 installed on the top of the threaded rotating rod 22 can It is more convenient for the user to rotate the threaded rotating rod 22. Since the outside of the threaded rotating rod 22 is threadedly connected to the inside of the fixed block 21, when the threaded rotating rod 22 is rotated, there is a gap between the threaded rotating rod 22 and the fixed block 21. The height adjustment effect can be performed, so that the conical extrusion block 25 on the bottom end of the threaded rotating rod 22 moves downward, and then the conical extrusion block 25 can be inserted into the gap between the two limiting posts 27, and then The more the conical extrusion block 25 moves downward, the two limiting columns 27 can be extruded through the conical extruding block 25, so that the limiting orifice plate 12 can be moved through the extruded limiting columns 27. To achieve the limiting effect, the installation groove 31 dug inside the fixed block 21 can better facilitate the installation of the spring 32 inside the fixed block 21. The installed spring 32 can exert an elastic effect on the connecting plate 33. Through the installed connecting plate 33 can connect the spring 32 and the limiting column 27, and then the installed spring 32 and the connecting plate 33 can support the limiting column 27 to prevent the limiting column 27 from falling off. Through the installed connecting mechanism 2 It can better facilitate the user to fix and expand the steel sheet pile body 11, and can better increase the connection effect between the steel sheet pile body 11 and the hydraulic rod 13, and increase the fixing effect between the steel sheet pile body 11 and the hydraulic rod 13. , to avoid the large soil void outside the steel sheet pile body 11 due to the lack of a connection structure between the hydraulic rod 13 and the steel sheet pile body 11 in the past, which would cause the steel sheet pile body 11 to be squeezed outward when pouring concrete, causing the steel sheet pile body 11 to The situation of outward tilting occurs, thereby better increasing the stability of the steel sheet pile body 11, thereby avoiding spillage when pouring concrete, thereby making it easier for users to use and reducing consumption costs.
以上所述,仅是本实用新型的较佳实施例而已,并非是对本实用新型作其它形式的限制,任何熟悉本专业的技术人员可能利用上述揭示的技术内容加以变更或改型为等同变化的等效实施例应用于其它领域,但是凡是未脱离本实用新型技术方案内容,依据本实用新型的技术实质对以上实施例所作的任何简单修改、等同变化与改型,仍属于本实用新型技术方案的保护范围。The above are only preferred embodiments of the present invention, and are not intended to limit the present invention in other forms. Any skilled person familiar with the art may make changes or modifications to equivalent changes using the technical contents disclosed above. Equivalent embodiments can be used in other fields, but any simple modifications, equivalent changes and modifications made to the above embodiments based on the technical essence of the present utility model without departing from the technical solutions of the present utility model still belong to the technical solutions of the present utility model. scope of protection.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202322293300.0U CN220644202U (en) | 2023-08-25 | 2023-08-25 | A kind of steel sheet pile for foundation reinforcement |
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