CN210712893U - Deep foundation pit drainage and drainage integrated system - Google Patents
Deep foundation pit drainage and drainage integrated system Download PDFInfo
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- CN210712893U CN210712893U CN201921213492.7U CN201921213492U CN210712893U CN 210712893 U CN210712893 U CN 210712893U CN 201921213492 U CN201921213492 U CN 201921213492U CN 210712893 U CN210712893 U CN 210712893U
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Abstract
本实用新型公开了一种深基坑降排水一体化系统,包括降水集水箱(1)、降水管(2)、首道撑集水箱(3)、排水地漏(5)、重力式水管(6)和雨水集水箱(7);降水集水箱设置在深基坑的底部并通过降水管与降水井(11)连接;雨水集水箱设置在第二道支撑结构(10)上并通过降水管与降水集水箱连接,排水地漏设置在第一道支撑(9)上并通过重力式水管连接到雨水集水箱,首道撑集水箱设置在第一道支撑上并通过降水管与雨水集水箱连接。本实用新型能有效解决有限空间范围内降水管线合理布置的问题,提高场地平面利用率,同时保证水资源重复使用;对施工场地狭小、平面转化布置难度大的项目,在基坑降水施工阶段具有较好的指导意义。
The utility model discloses a deep foundation pit drainage and drainage integrated system, comprising a dewatering water collecting tank (1), a dewatering pipe (2), a first support water collecting tank (3), a drainage floor drain (5), and a gravity water pipe (6). ) and a rainwater collection tank (7); the precipitation water collection tank is arranged at the bottom of the deep foundation pit and is connected with the precipitation well (11) through the downfall pipe; the rainwater collection tank is arranged on the second support structure (10) and is connected to the rainwater pipe through the downfall pipe. The precipitation water collection tank is connected, the drainage floor drain is arranged on the first support (9) and connected to the rainwater collection tank through a gravity water pipe, and the first support water collection tank is arranged on the first support and is connected with the rainwater collection tank through a precipitation pipe. The utility model can effectively solve the problem of reasonable arrangement of dewatering pipelines within a limited space, improve the utilization rate of the site plane, and at the same time ensure the reuse of water resources. better guidance.
Description
技术领域technical field
本实用新型涉及一种建筑施工领域中深基坑降水施工体系,尤其涉及一种深基坑降排水一体化系统。The utility model relates to a deep foundation pit dewatering construction system in the field of building construction, in particular to a deep foundation pit dewatering and drainage integrated system.
背景技术Background technique
随着经济的高速发展及城市化进程的加快,城市空间利用逐渐趋向三维空间的开挖。越来越多的高层建筑在城市建设中拔地而起,目前,在现有技术的建筑施工中,施工场地狭小而造成施工难度加大的问题在城市建设当中日益突显,特别是在基坑施工阶段合理布置降水管线的施工过程中,有效利用有限空间和水资源是城市建设一大难题,现有的施工工程中水资源的浪费和空间占用是制约工程施工和影响施工质量的重要问题,不利于绿色施工的实现。With the rapid development of economy and the acceleration of urbanization, the utilization of urban space gradually tends to the excavation of three-dimensional space. More and more high-rise buildings are erected in urban construction. At present, in the construction of the existing technology, the problem that the construction site is small and the construction difficulty is increased is increasingly prominent in urban construction, especially in foundation pits. In the construction process of rationally arranging dewatering pipelines in the construction stage, the effective use of limited space and water resources is a major problem in urban construction. The waste of water resources and space occupation in existing construction projects are important issues that restrict construction and affect construction quality. It is not conducive to the realization of green construction.
发明内容SUMMARY OF THE INVENTION
本实用新型的目的在于提供一种深基坑降排水一体化系统,能提高场地平面利用率,同时保证水资源重复使用。The purpose of the utility model is to provide a deep foundation pit drainage and drainage integrated system, which can improve the utilization rate of the site plane and ensure the reuse of water resources at the same time.
本实用新型是这样实现的:The utility model is realized in this way:
一种深基坑降排水一体化系统,所述的降排水一体化系统设置在深基坑内,深基坑包括地下连续墙、第一道支撑结构、第二道支撑结构、降水井、支撑竖托桩和若干道支撑结构,第一道支撑结构、第二道支撑结构和若干道支撑结构由上至下依次设置在地下连续墙与支撑竖托桩之间,降水井设置在深基坑底部;A deep foundation pit drainage integrated system, the drainage integrated system is arranged in the deep foundation pit, and the deep foundation pit includes an underground diaphragm wall, a first support structure, a second support structure, a dewatering well, and a support vertical The supporting piles and several supporting structures, the first supporting structure, the second supporting structure and several supporting structures are arranged between the underground diaphragm wall and the supporting vertical supporting piles in sequence from top to bottom, and the dewatering well is set at the bottom of the deep foundation pit ;
所述的深基坑降排水一体化系统包括降水集水箱、降水管、首道撑集水箱、排水地漏、重力式水管和雨水集水箱;降水集水箱设置在深基坑的底部并通过降水管与降水井连接;雨水集水箱设置在第二道支撑结构上并通过降水管与降水集水箱连接,排水地漏设置在第一道支撑上并通过重力式水管连接到雨水集水箱,首道撑集水箱设置在第一道支撑上并通过降水管与雨水集水箱连接。The deep foundation pit dewatering and drainage integrated system includes a precipitation water collection tank, a precipitation pipe, a first support water tank, a drainage floor drain, a gravity water pipe and a rainwater collection tank; the precipitation water collection tank is arranged at the bottom of the deep foundation pit and passes through the precipitation pipe. It is connected with the precipitation well; the rainwater collection tank is arranged on the second support structure and connected with the precipitation water collection tank through the downfall pipe, and the drainage floor drain is arranged on the first support and connected to the rainwater collection tank through the gravity water pipe. The water tank is arranged on the first support and is connected with the rainwater collecting tank through the downpipe.
所述的首道撑集水箱外接污水处理设备。The first support water tank is connected to external sewage treatment equipment.
所述的第二道支撑结构上设置若干个雨水集水箱,若干个雨水集水箱之间通过集水箱水管连接。The second support structure is provided with several rainwater collection tanks, and the several rainwater collection tanks are connected by water collection tanks.
所述的第二道支撑结构为环形支撑结构,若干个雨水集水箱沿第二道支撑结构的边缘处设置。The second support structure is an annular support structure, and several rainwater collection tanks are arranged along the edge of the second support structure.
所述的降水井与降水集水箱之间的降水管上设有抽水泵。A pump is provided on the dewatering pipe between the dewatering well and the dewatering water collecting tank.
本实用新型能有效解决有限空间范围内降水管线合理布置的问题,提高场地平面利用率,同时保证水资源重复使用;对施工场地狭小、平面转化布置难度大的项目,在基坑降水施工阶段具有较好的指导意义。The utility model can effectively solve the problem of reasonable arrangement of dewatering pipelines within a limited space, improve the utilization rate of the site plane, and ensure the reuse of water resources at the same time. better guidance.
附图说明Description of drawings
图1是本实用新型深基坑降排水一体化系统的剖面图;Fig. 1 is the sectional view of the deep foundation pit drainage and drainage integrated system of the present invention;
图2是本实用新型深基坑降排水一体化系统的平面图。FIG. 2 is a plan view of the integrated system of deep foundation pit drainage and drainage according to the present invention.
图中,1降水集水箱,2降水管,3首道撑集水箱,4污水处理设备,5排水地漏,6重力式水管,7雨水集水箱,8地下连续墙,9第一道支撑结构,10第二道支撑结构,11降水井,12支撑竖托桩,13支撑结构,14集水箱水管,15抽水泵。In the figure, 1 precipitation collection tank, 2 rainwater pipes, 3 first support water collection tanks, 4 sewage treatment equipment, 5 drainage floor drains, 6 gravity water pipes, 7 rainwater collection tanks, 8 underground diaphragm walls, 9 first support structure, 10 The second support structure, 11 dewatering well, 12 support vertical pile, 13 support structure, 14 water collection tank water pipe, 15 pumping pump.
具体实施方式Detailed ways
下面结合附图和具体实施例对本实用新型作进一步说明。The present utility model will be further described below in conjunction with the accompanying drawings and specific embodiments.
请参见附图1,一种深基坑降排水一体化系统,降排水一体化系统设置在深基坑内,深基坑包括地下连续墙8、第一道支撑结构9、第二道支撑结构10、降水井11、支撑竖托桩12和若干道支撑结构13,第一道支撑结构9、第二道支撑结构10和若干道支撑结构13由上至下依次设置在地下连续墙8与支撑竖托桩12之间,降水井11设置在深基坑底部。Please refer to FIG. 1 , an integrated system for lowering and draining of a deep foundation pit. The integrated system for lowering and draining is arranged in the deep foundation pit. The deep foundation pit includes an
请参见附图1和附图2,所述的深基坑降排水一体化系统包括降水集水箱1、降水管2、首道撑集水箱3、排水地漏5、重力式水管6和雨水集水箱7;降水集水箱1设置在深基坑的底部并通过降水管2与降水井11连接;雨水集水箱7设置在第二道支撑结构10上并通过降水管2与降水集水箱1连接,排水地漏5设置在第一道支撑9上并通过重力式水管6连接到雨水集水箱7,首道撑集水箱3设置在第一道支撑9上并通过降水管2与雨水集水箱7连接。Please refer to accompanying
所述的首道撑集水箱3外接污水处理设备4,可用于对降水和雨水的净化处理,确保再利用的水资源能满足用水要求。The first support water tank 3 is connected to an external sewage treatment equipment 4, which can be used for the purification treatment of precipitation and rainwater, so as to ensure that the reused water resources can meet the water requirements.
所述的第二道支撑结构10上设置若干个雨水集水箱7,若干个雨水集水箱7之间通过集水箱水管14连接。优选的,集水箱水管14可采用镀锌水管。The
所述的第二道支撑结构10为环形支撑结构,若干个雨水集水箱7沿第二道支撑结构10的边缘处设置,便于雨水的收集。The
所述的排水地漏5的口径为15mm,确保排水的顺畅,用于收集雨水。The diameter of the
所述的降水井11与降水集水箱1之间的降水管2上设有抽水泵15,便于将降水井11内收集的降水输送到降水集水箱1内。A
施工时,请参见附图1,在深基坑完成一定基坑支护结构后,即第一道支撑结构9、第二道支撑结构10和若干道支撑结构13由上至下依次设置在地下连续墙8与支撑竖托桩12之间等设计所需的支护等结构后,请参见附图2,图2中右上角的指南针箭头方向为北,可在深基坑底部的南北两侧各布置两个降水集水箱1,将周围若干个降水井11内收集的降水通过降水管2经抽水泵15输送到两个降水集水箱1内,便于降水的收集利用;沿环形的第二道支撑结构10间隔布置八个雨水集水箱7,雨水集水箱7与降水集水箱1之间通过降水管2连接,可将降水集水箱1内的降水输送到雨水集水箱7内;八个雨水集水箱7之间通过集水箱水管14依次连接,在第一道支撑结构9上设置首道撑集水箱3,深基坑外部东南侧设置污水处理设备4,首道撑集水箱3通过降水管2与雨水集水箱7和污水处理设备4连接;在第一道支撑结构9上均匀布置20个口径为15mm的排水地漏5,排水地漏5通过重力式水管6与雨水集水箱7连接,用于在雨天收集雨水。降水集水箱1内收集的水可通过首道撑集水箱3输出,用于出土车辆冲洗、现场文明用水、混凝土养护以及后期回灌井用水等施工用水,达到水资源重复利用的目的,且首道撑集水箱3内的降水和雨水可通过污水处理设备4净化处理后使用,实现绿色施工要求。During construction, please refer to Figure 1. After a certain foundation pit support structure is completed in the deep foundation pit, that is, the
以上仅为本实用新型的较佳实施例而已,并非用于限定本实用新型的保护范围,因此,凡在本实用新型的精神和原则之内所作的任何修改、等同替换、改进等,均应包含在本实用新型的保护范围之内。The above are only preferred embodiments of the present invention, and are not intended to limit the protection scope of the present invention. Therefore, any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be Included within the scope of protection of the present invention.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116254862A (en) * | 2023-03-14 | 2023-06-13 | 中建八局第三建设有限公司 | A Foundation Pit Drainage System Combining with Internal Support of Deep and Large Foundation Pit |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116254862A (en) * | 2023-03-14 | 2023-06-13 | 中建八局第三建设有限公司 | A Foundation Pit Drainage System Combining with Internal Support of Deep and Large Foundation Pit |
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