CN103215926A - Vertical hoisting platform anti-flooding door applied to underground building waterproofing field - Google Patents
Vertical hoisting platform anti-flooding door applied to underground building waterproofing field Download PDFInfo
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- CN103215926A CN103215926A CN2013101155325A CN201310115532A CN103215926A CN 103215926 A CN103215926 A CN 103215926A CN 2013101155325 A CN2013101155325 A CN 2013101155325A CN 201310115532 A CN201310115532 A CN 201310115532A CN 103215926 A CN103215926 A CN 103215926A
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Abstract
Description
技术领域technical field
本发明涉及地下建筑防水领域,特别是涉及一种应用于地下建筑防水领域的竖直升降台防淹门。The invention relates to the field of waterproofing of underground buildings, in particular to a floodproof door of a vertical lifting platform applied in the field of waterproofing of underground buildings.
背景技术Background technique
目前,地下建筑防水倒灌的措施一般为:预先设计标注水位,在出入口处设置一定高度的台阶或斜坡,或者在出入口设置防淹槽,并配有与防淹槽配套的防淹板,当水位超过预先设计的标注水位时,由专人将防淹板插入防淹槽,形成防淹挡板。At present, the measures for waterproofing and backfilling of underground buildings generally include: pre-designing and marking the water level, setting steps or slopes of a certain height at the entrance and exit, or setting up an anti-flooding tank at the entrance and exit, and equipped with an anti-flooding plate matching the anti-flooding tank. When the water level When the pre-designed marked water level is exceeded, the anti-flooding plate will be inserted into the anti-flooding groove by a special person to form an anti-flooding baffle.
上述措施存在以下缺点:The above measures have the following disadvantages:
(1)设置台阶或斜坡后,地下建筑物本身的地面标高、周围建筑物和道路的标高都要重新计算,增大了设计人员的工作量;(1) After setting steps or slopes, the ground elevation of the underground building itself, the elevation of surrounding buildings and roads must be recalculated, which increases the workload of designers;
(2)防淹挡板需要专人看管,当入口较多时,需要大量人力分散到各入口,人力成本较高,挡水高度也不灵活,难以及时、同步地发挥防水的作用。(2) The anti-flood baffle needs to be guarded by a special person. When there are many entrances, a large amount of manpower is required to be distributed to each entrance. The labor cost is high, and the water retaining height is not flexible, so it is difficult to play the role of waterproofing in a timely and synchronous manner.
发明内容Contents of the invention
本发明的目的是为了克服上述背景技术的不足,提供一种应用于地下建筑防水领域的竖直升降台防淹门,能够防止地面雨水灌入地下建筑,又不影响人和车辆正常进出地下建筑物,还不影响对地下建筑物本身的地面标高、周围建筑物和道路里面的标高,自动化程度高,挡水高度灵活,能够及时、同步地发挥防水的作用,并降低人力成本。The purpose of the present invention is to overcome the shortcomings of the above-mentioned background technology, and to provide a vertical lifting platform anti-flooding door used in the field of underground building waterproofing, which can prevent ground rainwater from pouring into the underground building without affecting the normal entry and exit of people and vehicles into the underground building It does not affect the ground elevation of the underground building itself, the elevation of the surrounding buildings and roads, the degree of automation is high, the water retaining height is flexible, it can play the role of waterproofing in a timely and synchronous manner, and reduce labor costs.
本发明提供的应用于地下建筑防水领域的竖直升降台防淹门,包括减速电机、螺旋机构、4个双摇杆机构、2个第一伸缩台阶、2个第二伸缩台阶和1个中心伸缩台阶,所述2个第二伸缩台阶分别位于中心伸缩台阶的两侧,两个第二伸缩台阶靠近中心伸缩台阶的侧面中部均开有U型槽,中心伸缩台阶两个外侧面的中部各设置有一个向外凸起的销,两个销的凸起分别插入两个第二伸缩台阶的U型槽中;两个第一伸缩台阶分别位于两个第二伸缩台阶的两侧,两个第一伸缩台阶靠近第二伸缩台阶的侧面中部均开有U型槽,两个第二伸缩台阶外侧面的中部各设置有一个向外凸起的销,两个销的凸起分别插入两个第一伸缩台阶的U型槽中;减速电机与螺旋机构相连,4个双摇杆机构位于中心伸缩台阶的下方,4个双摇杆机构的上端通过铰链与中心伸缩台阶相连,下端均通过铰链与螺旋机构连接。The anti-flooding door of the vertical lifting platform used in the waterproof field of underground buildings provided by the present invention includes a geared motor, a screw mechanism, 4 double rocker mechanisms, 2 first telescopic steps, 2 second telescopic steps and 1 center The telescopic steps, the two second telescopic steps are respectively located on both sides of the central telescopic step, the middle parts of the sides of the two second telescopic steps close to the central telescopic step are provided with U-shaped grooves, and the middle parts of the two outer sides of the central telescopic step are respectively An outwardly protruding pin is provided, and the protrusions of the two pins are respectively inserted into the U-shaped grooves of the two second telescopic steps; the two first telescopic steps are respectively located on both sides of the two second telescopic steps, and the two The middle part of the side of the first telescopic step close to the second telescopic step has a U-shaped groove, and the middle part of the outer side of the two second telescopic steps is respectively provided with an outwardly protruding pin, and the protrusions of the two pins are respectively inserted into two In the U-shaped groove of the first telescopic step; the geared motor is connected to the screw mechanism, and the 4 double rocker mechanisms are located below the central telescopic step. The upper ends of the 4 double rocker mechanisms are connected to the central telescopic step through hinges, and the lower ends are through hinges. Connect with screw mechanism.
在上述技术方案的基础上,所述双摇杆机构包括2个摇杆,2个摇杆交叉布置为X型,并通过铰链连接为一体。On the basis of the above technical solution, the double rocker mechanism includes 2 rockers, and the 2 rockers are arranged crosswise in an X shape, and are connected as a whole by a hinge.
在上述技术方案的基础上,所述摇杆的横截面呈矩形。On the basis of the above technical solution, the cross section of the rocker is rectangular.
在上述技术方案的基础上,所述第一伸缩台阶、第二伸缩台阶和中心伸缩台阶均采用钢板焊接制成。On the basis of the above technical solution, the first telescopic step, the second telescopic step and the central telescopic step are all welded by steel plates.
与现有技术相比,本发明的优点如下:Compared with prior art, advantage of the present invention is as follows:
(1)当地面雨水的水位超过地下建筑倒灌的极限设计标高时,本发明的伸缩台阶依次升降,能够防止地面雨水灌入地下建筑,又不影响人和车辆正常进出地下建筑物,还不影响对地下建筑物本身的地面标高、周围建筑物和道路的标高,无需重新计算,减少了设计人员的工作量。(1) When the water level of the rainwater on the ground exceeds the limit design elevation of the backflow of the underground building, the telescopic steps of the present invention rise and fall sequentially, which can prevent the rainwater from the ground from pouring into the underground building, without affecting the normal entry and exit of people and vehicles into the underground building, and also does not affect There is no need to recalculate the ground elevation of the underground building itself, the elevation of surrounding buildings and roads, which reduces the workload of designers.
(2)本发明采用电力传动,自动化程度高,各入口处的伸缩台阶可同步进行升降,挡水高度灵活,能够及时、同步地发挥防水的作用,并降低人力成本。(2) The present invention adopts electric transmission, which has a high degree of automation. The telescopic steps at each entrance can be lifted and lowered synchronously, and the water retaining height is flexible, so that it can play the role of waterproofing in a timely and synchronous manner, and reduce labor costs.
(3)本发明的传动结构简单,施工方便,造价低廉。(3) The transmission structure of the present invention is simple, convenient for construction and low in cost.
附图说明Description of drawings
图1是本发明实施例中竖直升降台防淹门挡水时的主视图。Fig. 1 is the front view of the anti-flood door of the vertical lifting platform in the embodiment of the present invention when the water is blocked.
图2是图1中沿A-A方向的剖视图。Fig. 2 is a sectional view along A-A direction in Fig. 1 .
图3是图2中B处的局部放大图。Fig. 3 is a partial enlarged view of B in Fig. 2 .
图4是本发明实施例中竖直升降台防淹门复位通行时的主视图。Fig. 4 is a front view of the anti-flood door of the vertical lifting platform in the embodiment of the present invention when it is reset and passed.
图5是图4中沿C-C方向的剖视图。Fig. 5 is a sectional view along C-C direction in Fig. 4 .
附图标记:1—减速电机,2—螺旋机构,3—双摇杆机构,4—第一伸缩台阶,5—第二伸缩台阶,6—中心伸缩台阶。Reference signs: 1—reduction motor, 2—screw mechanism, 3—double rocker mechanism, 4—first telescopic step, 5—second telescopic step, 6—central telescopic step.
具体实施方式Detailed ways
下面结合附图及具体实施例对本发明作进一步的详细描述。The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.
参见图1和图2所示,本发明实施例提供一种应用于地下建筑防水领域的竖直升降台防淹门,包括减速电机1、螺旋机构2、4个双摇杆机构3、2个第一伸缩台阶4、2个第二伸缩台阶5和1个中心伸缩台阶6,参见图3所示,2个第二伸缩台阶5分别位于中心伸缩台阶6的两侧,两个第二伸缩台阶5靠近中心伸缩台阶6的侧面中部均开有U型槽,中心伸缩台阶6两个外侧面的中部各设置有一个向外凸起的销,两个销的凸起分别插入两个第二伸缩台阶5的U型槽中。两个第一伸缩台阶4分别位于两个第二伸缩台阶5的两侧,两个第一伸缩台阶4靠近第二伸缩台阶5的侧面中部均开有U型槽,两个第二伸缩台阶5外侧面的中部各设置有一个向外凸起的销,两个销的凸起分别插入两个第一伸缩台阶4的U型槽中。第一伸缩台阶4、第二伸缩台阶5和中心伸缩台阶6均采用钢板焊接制成。Referring to Fig. 1 and Fig. 2, the embodiment of the present invention provides a vertical lifting platform anti-flooding door applied in the waterproof field of underground buildings, including a geared
减速电机1与螺旋机构2相连,4个双摇杆机构3位于中心伸缩台阶6的下方,4个双摇杆机构3的上端通过铰链与中心伸缩台阶6相连,下端均通过铰链与螺旋机构2连接。每个双摇杆机构3包括2个摇杆,2个摇杆交叉布置为X型,并通过铰链连接为一体,摇杆的横截面呈矩形。The
本发明实施例的工作过程如下:The working process of the embodiment of the present invention is as follows:
参见图1所示,减速电机1正转时带动螺旋机构2正转,螺旋机构2带动双摇杆机构3向上运动,参见图2所示,双摇杆机构3直接顶起中心伸缩台阶6竖直向上运动,中心伸缩台阶6上的销拉动两侧的第二伸缩台阶5竖直向上运动,2个第二伸缩台阶5上的销拉动2个第一伸缩台阶4竖直向上运动,使中心伸缩台阶6、2个第二伸缩台阶5、2个第一伸缩台阶4依次伸出地面一定的高度,实现挡水功能。As shown in Figure 1, when the geared
参见图4所示,减速电机1反转时带动螺旋机构2反转,螺旋机构2带动双摇杆机构3向下运动,参见图5所示,中心伸缩台阶6、2个第一伸缩台阶4和2个第二伸缩台阶5在双摇杆机构3的拉动下整体竖直向下运动,2个第一伸缩台阶4最先落在与地面平齐的位置,2个第二伸缩台阶5与中心伸缩台阶6在双摇杆机构3的拉动下继续向下竖直运动,直到2个第二伸缩台阶5落在与地面平齐的位置,中心伸缩台阶6在双摇杆机构3的拉动下竖直向下运动,最后达到与地面平齐的位置,最终2个第一伸缩台阶4、2个第二伸缩台阶5和中心伸缩台阶6的均与地面平齐,可以正常通行。As shown in Figure 4, when the
本领域的技术人员可以对本发明实施例进行各种修改和变型,倘若这些修改和变型属在本发明权利要求及其等同技术的范围之内,则这些修改和变型也在本发明的保护范围之内。Those skilled in the art can make various modifications and variations to the embodiments of the present invention, and if these modifications and variations belong to the scope of the claims of the present invention and their equivalent technologies, then these modifications and variations are also within the protection scope of the present invention Inside.
说明书中未详细描述的内容为本领域技术人员公知的现有技术。The content not described in detail in the specification is the prior art known to those skilled in the art.
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401435A (en) * | 2016-10-14 | 2017-02-15 | 湖北第二师范学院 | Rainstorm-proof underground garage gate |
| CN107762712A (en) * | 2017-11-20 | 2018-03-06 | 刘大康 | A kind of automatic water proof facility of underground installation self power generation for building |
| CN110593728A (en) * | 2019-09-20 | 2019-12-20 | 佛山职业技术学院 | Automatic flood-proof door for warehouse |
| CN114753316A (en) * | 2022-03-18 | 2022-07-15 | 浙江河好闸门科技有限公司 | Flap gate and dam |
| CN117144848A (en) * | 2023-09-05 | 2023-12-01 | 国网冀北电力有限公司廊坊供电公司 | An automatic lifting dam |
| CN117403938A (en) * | 2023-11-27 | 2024-01-16 | 江苏润尔达建设工程有限公司 | Municipal waterlogging prevention system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000087339A (en) * | 1998-09-16 | 2000-03-28 | Mitsubishi Heavy Ind Ltd | Opening and closing device for water gate door |
| CN101100944A (en) * | 2006-07-07 | 2008-01-09 | 同济大学 | A new type of tunnel opening construction segment deformation control and anti-flooding device and operation method |
| GB2465178A (en) * | 2008-11-07 | 2010-05-12 | Gary Leathem | Retractable flood barrier |
| JP2012062742A (en) * | 2010-09-17 | 2012-03-29 | Nippon Frp Kk | Structure of floating waterproof door for inflow water cutoff of structure doorway |
| CN202431303U (en) * | 2012-01-04 | 2012-09-12 | 广东水电二局股份有限公司 | Locking device of flood-proof gate |
| CN203188180U (en) * | 2013-03-20 | 2013-09-11 | 中船重工环境工程有限公司 | Vertical lifting platform flood blockage door applied to field of underground building waterproofing |
-
2013
- 2013-04-07 CN CN201310115532.5A patent/CN103215926B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000087339A (en) * | 1998-09-16 | 2000-03-28 | Mitsubishi Heavy Ind Ltd | Opening and closing device for water gate door |
| CN101100944A (en) * | 2006-07-07 | 2008-01-09 | 同济大学 | A new type of tunnel opening construction segment deformation control and anti-flooding device and operation method |
| GB2465178A (en) * | 2008-11-07 | 2010-05-12 | Gary Leathem | Retractable flood barrier |
| JP2012062742A (en) * | 2010-09-17 | 2012-03-29 | Nippon Frp Kk | Structure of floating waterproof door for inflow water cutoff of structure doorway |
| CN202431303U (en) * | 2012-01-04 | 2012-09-12 | 广东水电二局股份有限公司 | Locking device of flood-proof gate |
| CN203188180U (en) * | 2013-03-20 | 2013-09-11 | 中船重工环境工程有限公司 | Vertical lifting platform flood blockage door applied to field of underground building waterproofing |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106401435A (en) * | 2016-10-14 | 2017-02-15 | 湖北第二师范学院 | Rainstorm-proof underground garage gate |
| CN107762712A (en) * | 2017-11-20 | 2018-03-06 | 刘大康 | A kind of automatic water proof facility of underground installation self power generation for building |
| CN110593728A (en) * | 2019-09-20 | 2019-12-20 | 佛山职业技术学院 | Automatic flood-proof door for warehouse |
| CN110593728B (en) * | 2019-09-20 | 2024-04-26 | 佛山职业技术学院 | Automatic flood-proof door for warehouse |
| CN114753316A (en) * | 2022-03-18 | 2022-07-15 | 浙江河好闸门科技有限公司 | Flap gate and dam |
| CN117144848A (en) * | 2023-09-05 | 2023-12-01 | 国网冀北电力有限公司廊坊供电公司 | An automatic lifting dam |
| CN117403938A (en) * | 2023-11-27 | 2024-01-16 | 江苏润尔达建设工程有限公司 | Municipal waterlogging prevention system |
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| CN103215926B (en) | 2014-12-10 |
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