CN208088344U - With waterproof, the underground pipe gallery structure of drain function - Google Patents
With waterproof, the underground pipe gallery structure of drain function Download PDFInfo
- Publication number
- CN208088344U CN208088344U CN201820437318.XU CN201820437318U CN208088344U CN 208088344 U CN208088344 U CN 208088344U CN 201820437318 U CN201820437318 U CN 201820437318U CN 208088344 U CN208088344 U CN 208088344U
- Authority
- CN
- China
- Prior art keywords
- pipe gallery
- waterproof
- layer
- water
- comprehensive pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 59
- 239000004567 concrete Substances 0.000 claims abstract description 46
- 239000002689 soil Substances 0.000 claims abstract description 25
- 238000009412 basement excavation Methods 0.000 claims description 14
- 239000011380 pervious concrete Substances 0.000 claims 3
- 239000011449 brick Substances 0.000 claims 1
- 230000015271 coagulation Effects 0.000 claims 1
- 238000005345 coagulation Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 24
- 239000003673 groundwater Substances 0.000 abstract description 18
- 238000001556 precipitation Methods 0.000 abstract description 11
- 230000008014 freezing Effects 0.000 abstract 2
- 238000007710 freezing Methods 0.000 abstract 2
- 230000004888 barrier function Effects 0.000 abstract 1
- 230000007797 corrosion Effects 0.000 abstract 1
- 238000005260 corrosion Methods 0.000 abstract 1
- UHOVQNZJYSORNB-UHFFFAOYSA-N Benzene Chemical compound C1=CC=CC=C1 UHOVQNZJYSORNB-UHFFFAOYSA-N 0.000 description 9
- 238000000034 method Methods 0.000 description 9
- 238000012423 maintenance Methods 0.000 description 6
- 238000004078 waterproofing Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 238000009415 formwork Methods 0.000 description 4
- 239000012528 membrane Substances 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000012544 monitoring process Methods 0.000 description 3
- 239000011178 precast concrete Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000005856 abnormality Effects 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000005422 blasting Methods 0.000 description 2
- 238000004891 communication Methods 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000007726 management method Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 206010035148 Plague Diseases 0.000 description 1
- 241000607479 Yersinia pestis Species 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 230000002427 irreversible effect 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
- 238000004321 preservation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000009418 renovation Methods 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
本实用新型一种具有防水、排水功能的地下综合管廊结构，涉及综合管廊施工技术领域。其中包括：顶部防水混凝土层，回填土层，透水混凝土层，防水层，综合管廊体，U形排水沟，底部防水混凝土层，集水井，排水管，U形人字坡排水沟。本实用新型提出的廊体能够有效的对地下水及地表降水进行疏导，在保证原本土体内水体循环不被破坏，间接延长廊体使用寿命。同时，廊体结构具有对地下水和地表降水收集功能，提高了地下水与地表降水的利用率，符合海绵城市的构想。本实用新型采用透水混凝土作为回填，回填距离长，其可以起到动水阻流作用，降低廊体的动水腐蚀；同时其排除路面积水，可防止积水凝冻、路面冻涨，可作为保护综合管廊的二次屏障。
The utility model relates to an underground comprehensive pipe gallery structure with waterproof and drainage functions, which relates to the technical field of construction of the comprehensive pipe gallery. These include: top waterproof concrete layer, backfill soil layer, permeable concrete layer, waterproof layer, comprehensive pipe gallery, U-shaped drainage ditch, bottom waterproof concrete layer, water collection well, drainage pipe, U-shaped herringbone slope drainage ditch. The gallery body proposed by the utility model can effectively dredge groundwater and surface precipitation, ensure that the water circulation in the original soil body is not damaged, and indirectly prolong the service life of the gallery body. At the same time, the corridor structure has the function of collecting groundwater and surface precipitation, which improves the utilization rate of groundwater and surface precipitation, which is in line with the concept of sponge city. The utility model adopts permeable concrete as backfill, and the backfill distance is long, which can play the role of dynamic water resistance and reduce the dynamic water corrosion of the gallery body; at the same time, it can eliminate the accumulated water on the road, which can prevent the accumulated water from freezing and the road surface from freezing, and can be used as The secondary barrier to protect the comprehensive pipe gallery.
Description
技术领域technical field
本实用新型属于综合管廊施工技术领域，特别是涉及一种具有防水、排水功能的地下综合管廊结构。The utility model belongs to the technical field of comprehensive pipe gallery construction, in particular to an underground comprehensive pipe gallery structure with waterproof and drainage functions.
背景技术Background technique
综合管廊就是地下城市管道综合走廊，即在城市地下建造一个隧道空间，将电力、通信，燃气、供热、给排水等各种工程管线集于一体，设有专门的检修口、吊装口和监测系统，实施统一规划、统一设计、统一建设和管理，是保障城市运行的重要基础设施和“生命线”。随着国家快速发展，以修建地下综合管廊对地下空间进行充分利用，来节约地上空间，已经成为不可逆转的趋势。综合管廊作为城市地下设施动脉工程对于城市建设具有长远的战略意义。地下综合管廊系统不仅解决城市交通拥堵问题，还极大方便了电力、通信、燃气、供排水等市政设施的维护和检修。此外，该系统还具有一定的防震减灾作用。如1995年日本阪神大地震期间，神户市内大量房屋倒塌、道路被毁，但当地的地下综合管廊却大多完好无损，这大大减轻了震后救灾和重建工作的难度。地下综合管廊对满足民生基本需求和提高城市综合承载力发挥着重要作用。综合管廊建设避免由于敷设和维修地下管线频繁挖掘道路而对交通和居民出行造成影响和干扰，保持路容完整和美观，降低了路面多次翻修的费用和工程管线的维修费用，保持了路面的完整性和各类管线的耐久性，便于各种管线的敷设、增减、维修和日常管理。由于廊体内管线布置紧凑合理，有效利用了道路下的空间，节约了城市用地；由于减少了道路的杆柱及各种管线的检查井、室等，优美了城市的景观；由于架空管线一起入地，减少架空线与绿化的矛盾。The comprehensive pipe gallery is the comprehensive corridor of underground urban pipelines, that is, to build a tunnel space underground in the city, integrating various engineering pipelines such as power, communication, gas, heating, water supply and drainage, etc., with special inspection ports, hoisting ports and The monitoring system, which implements unified planning, unified design, unified construction and management, is an important infrastructure and "lifeline" to ensure the operation of the city. With the rapid development of the country, it has become an irreversible trend to make full use of the underground space and save the above-ground space by building an underground comprehensive pipe gallery. As an arterial project of urban underground facilities, the comprehensive pipe corridor has long-term strategic significance for urban construction. The underground comprehensive pipe gallery system not only solves the problem of urban traffic congestion, but also greatly facilitates the maintenance and repair of municipal facilities such as electricity, communications, gas, water supply and drainage. In addition, the system also has a certain effect of earthquake prevention and disaster reduction. For example, during the Great Hanshin Earthquake in Japan in 1995, a large number of houses collapsed and roads were destroyed in Kobe City, but most of the local underground utility tunnels remained intact, which greatly reduced the difficulty of disaster relief and reconstruction work after the earthquake. The underground comprehensive utility corridor plays an important role in meeting the basic needs of people's livelihood and improving the comprehensive carrying capacity of the city. The construction of the comprehensive pipe gallery avoids the impact and interference on traffic and residents’ travel due to frequent excavation of roads for laying and maintenance of underground pipelines, maintains the integrity and beauty of road capacity, reduces the cost of multiple road surface renovations and maintenance costs of engineering pipelines, and maintains the road surface The integrity of the pipeline and the durability of various pipelines are convenient for the laying, increase and decrease, maintenance and daily management of various pipelines. Due to the compact and reasonable layout of the pipelines in the corridor, the space under the road is effectively used and the urban land is saved; the urban landscape is beautiful due to the reduction of road poles and inspection wells and rooms for various pipelines; land, reducing the contradiction between overhead lines and greening.
地下综合管廊修筑技术日渐成熟，但综合管廊修建后破坏了土体原有的水系统平衡，导致土体中的水系以综合管廊为通道汇集在一起，当含水地层与综合管廊连通，以渗水、漏水为主要因素的弊病便日渐显露。以明挖预制法这一施工方法修建的综合管廊通常采用在预制混凝土节段上铺设防水层及苯板，达到防水及保温的效果。综合管廊防水属于市政道路下方的隐蔽工程，道路竣工通车后，不能轻易地刨掘道路对其进行维修或修补，因此，防水层的成品保护也是重点。如果成品保护不善，施工不慎造成了破坏且未及时修补，容易形成渗漏点，造成地下水的渗漏。The construction technology of the underground comprehensive pipe gallery is becoming more and more mature, but after the construction of the comprehensive pipe gallery, the original water system balance of the soil is destroyed, causing the water system in the soil to gather together through the comprehensive pipe gallery. As a result, the disadvantages of water seepage and water leakage as the main factors have become increasingly apparent. The comprehensive pipe gallery built by the construction method of open-cut prefabrication usually adopts the laying of waterproof layer and benzene board on the precast concrete segment to achieve the effect of waterproof and heat preservation. The waterproofing of the comprehensive pipe gallery is a concealed project under the municipal road. After the road is completed and opened to traffic, it cannot be easily dug for maintenance or repair. Therefore, the protection of the finished waterproof layer is also a key point. If the finished product is not properly protected, the damage caused by careless construction and not repaired in time, it is easy to form leakage points and cause groundwater leakage.
渗漏水问题一直是困扰地下建设工程的质量通病，杜绝管线长期被渗漏水浸泡现象，解决好防水问题是综合管廊建设必须考虑的技术问题之一。有效解决防水问题从而保证综合管沟的施工质量，也能从根本上减少安全隐患，降低后期运营养护成本，延长使用寿命。The problem of water leakage has always been a common quality problem that plagues underground construction projects. To prevent pipelines from being soaked in water for a long time and to solve the problem of waterproofing is one of the technical issues that must be considered in the construction of comprehensive utility tunnels. Effectively solve the waterproof problem to ensure the construction quality of the integrated pipe trench, and can also fundamentally reduce safety hazards, reduce post-operation and maintenance costs, and prolong the service life.
修建地下综合管廊时，遇到富集水的地质条件，通常采用井点降水这一处理办法。处理水的问题不能一味的归结到堵水这个问题上，在一定程度上也需要排水，对水进行疏通并有效地管理再加以利用，不至于地下水大量流失，保护地下水环境，成为现在地下构筑物处理水的主要趋势。本工法采用明挖预制法的综合管廊施工方法，深挖基坑时，留出排水暗沟，安装预制混凝土节段后，采用透水混凝土进行回填，并以防水混凝土砌筑排水暗沟，形成“人字坡”便于地下水和地表降水的排出和收集，在整个土体内形成地下水循环，减小地下水与地表降水对综合管廊结构的冲击与损害，具有良好的经济效益与可操作性，能够起到有效的防水、排水作用。When constructing underground utility tunnels, when water-enriched geological conditions are encountered, well point dewatering is usually used as a treatment method. The problem of water treatment cannot be simply attributed to the problem of water blocking. To a certain extent, it also needs to be drained. The water should be dredged and effectively managed before being used to avoid a large amount of groundwater loss. Protecting the groundwater environment has become the current underground structure treatment. Water main trends. This construction method adopts the comprehensive pipe gallery construction method of open-cut prefabrication method. When excavating the foundation pit deeply, a drainage ditch is reserved. The "word slope" is convenient for the discharge and collection of groundwater and surface precipitation, forms a groundwater cycle in the entire soil body, and reduces the impact and damage of groundwater and surface precipitation on the structure of the comprehensive pipe gallery. It has good economic benefits and operability, and can play a role Effective waterproof and drainage.
实用新型内容Utility model content
为了解决上述存在的技术问题，本实用新型可提供一种具有防水、排水的地下综合管廊结构，可对现有综合管廊防排水处理措施进行改进，便于工厂化集中生产，成本低，可对综合管廊所处土体中所含水进行收集与循环，预防水体对综合管廊结构造成损害，延长综合管廊使用寿命。In order to solve the above existing technical problems, the utility model can provide a waterproof and drainage underground comprehensive pipe gallery structure, which can improve the existing comprehensive pipe gallery waterproof and drainage treatment measures, which is convenient for factory centralized production, low cost, and can be Collect and circulate the water contained in the soil where the comprehensive pipe gallery is located, prevent water from damaging the structure of the comprehensive pipe gallery, and prolong the service life of the comprehensive pipe gallery.
本实用新型采用的技术方案如下：The technical scheme that the utility model adopts is as follows:
一种具有防水、排水功能的地下综合管廊结构，包括顶部防水混凝土层、回填土层、透水混凝土层、防水层、综合管廊体、U形排水沟、底部防水混凝土层、集水井、排水管和U形人字坡排水沟，自下向上看，底部防水混凝土层的下部与基坑开挖的土体相连接、上面衔接综合管廊体；靠近综合管廊体外侧的是铺设的防水层，透水混凝土层内侧与防水层相贴，透水混凝土层外侧与回填土层紧密连接，在综合管廊体的上部铺设防水层，防水层上侧紧贴顶部防水混凝土层；在综合管廊体两侧分别砌筑了U形排水沟，在综合管廊体的两端点设置集水井。An underground comprehensive pipe gallery structure with waterproof and drainage functions, including a top waterproof concrete layer, a backfill soil layer, a permeable concrete layer, a waterproof layer, a comprehensive pipe gallery body, a U-shaped drainage ditch, a bottom waterproof concrete layer, a water collection well, and a drainage Pipe and U-shaped herringbone slope drainage ditch, viewed from bottom to top, the lower part of the bottom waterproof concrete layer is connected with the excavated soil of the foundation pit, and the upper part is connected with the comprehensive pipe gallery; The inner side of the permeable concrete layer is close to the waterproof layer, and the outer side of the permeable concrete layer is closely connected with the backfill soil layer. A waterproof layer is laid on the upper part of the comprehensive pipe gallery body, and the upper side of the waterproof layer is close to the top waterproof concrete layer; U-shaped drainage ditches are built on both sides, and water collection wells are set at both ends of the comprehensive pipe gallery.
进一步地，所述U形排水沟与U形人字坡排水沟为一体结构。Further, the U-shaped drainage ditch and the U-shaped herringbone slope drainage ditch are integrally structured.
进一步地，所述U形排水沟时在综合管廊体纵向设置2%~3%坡度，形成人字坡。Further, the U-shaped drainage ditch is provided with a slope of 2% to 3% in the longitudinal direction of the comprehensive pipe gallery to form a herringbone slope.
进一步地，在综合管廊结构两端设置集水井，收集通过U形排水沟及透水混凝土层排出流出的水。Furthermore, water collection wells are set at both ends of the comprehensive pipe gallery structure to collect the water that flows out through the U-shaped drainage ditch and the permeable concrete layer.
进一步地，由U形人字坡排水沟流出的水由集水井进行收集，同时当水流入集水井时，水由排水管流入土体，使地下水和天然降水在土体内形成循环。Furthermore, the water flowing out of the U-shaped gable drainage ditch is collected by the water collection well, and at the same time, when the water flows into the water collection well, the water flows into the soil through the drainage pipe, so that the groundwater and natural precipitation form a cycle in the soil.
进一步地，一种具有防水、排水功能的地下综合管廊结构的施工方法，包括以下步骤：Further, a construction method of an underground comprehensive utility gallery structure with waterproof and drainage functions, comprising the following steps:
（1）预制混凝土节段(1) Precast concrete segments
采用C40及以上强度的自防水混凝土预制混凝土节段，吊运加工好的钢筋骨架，模板安装调试，浇筑混凝土，养成后拆模移到混凝土预制节段成品摆放区。Self-waterproof concrete prefabricated concrete segments with C40 and above strength are used, the processed steel skeleton is lifted, the formwork is installed and debugged, concrete is poured, and the formwork is removed after cultivation and moved to the finished product placement area of the concrete prefabricated segment.
（2）基坑开挖及临时支护(2) Foundation pit excavation and temporary support
开挖前，首先对基坑四周预埋监控测量点位，读取初始值，开挖过程中经常测量，发现如有异常（超出警戒值以外）立即处理。采用小爆破开挖，基坑开挖范围除正常混凝土节段预留尺寸，还应包括排水管道位置；若所开挖基坑地质条件较差，可采用土钉临时支护。Before excavation, first embed the monitoring and measuring points around the foundation pit, read the initial value, measure frequently during the excavation process, and deal with it immediately if any abnormality (beyond the warning value) is found. Small blasting is used for excavation. In addition to the reserved size of normal concrete segments, the excavation range of foundation pit should also include the location of drainage pipes; if the geological conditions of the excavated foundation pit are poor, temporary support with soil nails can be used.
（3）修筑集水井(3) Build water collection wells
基坑开挖结束后，修筑集水井，其目的是将排水沟排出的地下水与降水汇入集水井中。集水井直径一般为5m~10m，集水井底部修筑排水管，对集水再次进行排出。After the excavation of the foundation pit is completed, the water collection well is built, and its purpose is to collect the groundwater and precipitation discharged from the drainage ditch into the water collection well. The diameter of the water collection well is generally 5m~10m, and a drainage pipe is built at the bottom of the water collection well to discharge the collected water again.
（4）运输和安装混凝土节段(4) Transportation and installation of concrete segments
混凝土节段达到设计强度后，用平板拖车进行运输，履带吊安装，节段安装时采用现场涂胶拼装并施加预应力形成刚性接头连接。After the concrete segment reaches the design strength, it is transported with a flatbed trailer and installed with a crawler crane. When the segment is installed, it is assembled with glue on site and prestressed to form a rigid joint connection.
（5）砌筑排水沟(5) Masonry drainage ditches
安装混凝土节段后，在略低于综合管廊廊体底部位置采用防水混凝土砌筑U形排水沟，排水沟在综合管廊廊体纵向方向设置倾斜角不低于2％—3％的坡度，呈缓缓的“人子坡”形状。After installing the concrete segment, use waterproof concrete to build a U-shaped drainage ditch at a position slightly lower than the bottom of the comprehensive pipe gallery body, and set the slope of the drainage ditch at a slope of not less than 2%-3% in the longitudinal direction of the comprehensive pipe gallery body , showing a gentle "Renzi Slope" shape.
（6）铺设防水层(6) laying waterproof layer
以地下综合管廊设计要求确定防水等级，确定铺设卷材防水层及张贴苯板，防水层从结构底板垫层铺设至顶板基面，并应在外围形成封闭的防水层。防水卷材的品种规格和层数，应根据地下工程防水等级、地下水位高低及水压力作用状况、结构构造形式和施工工艺等因素确定。Determine the waterproof level according to the design requirements of the underground comprehensive pipe gallery, determine the laying of the waterproof layer of the membrane and the posting of the benzene board, the waterproof layer is laid from the bottom layer of the structure to the base of the roof, and a closed waterproof layer should be formed on the periphery. The variety, specifications and number of layers of waterproofing membranes should be determined according to factors such as the waterproofing level of the underground project, the level of the groundwater level, the state of water pressure, the structural form, and the construction process.
（7）回填施工(7) Backfill construction
回填施工时，采用强度为C30的透水混凝土进行回填。基坑墙背采用水平分层对称回填方式，回填至侧向回填厚度1m范围内，厚度大于1m范围采用基坑原本开挖出的天然土体进行回填，并采用机械碾压。During the backfilling construction, permeable concrete with a strength of C30 is used for backfilling. The back of the foundation pit wall adopts the horizontal layered symmetrical backfill method, and backfills to the extent of the lateral backfill thickness of 1m, and the thickness greater than 1m is backfilled with the natural soil originally excavated from the foundation pit, and mechanically rolled.
本实用新型的有益效果：The beneficial effects of the utility model:
本实用新型的效果和优点是便于工厂化集中生产，成本低，节约施工成本及排水沟施工时间，具有环保效果；有效对地下水及地表降水进行疏导，并对综合管廊所处土体中所含水进行收集与循环可避免廊体外围蓄水、廊体内部渗水、漏水等对廊体造成的损害，间接延长廊体使用寿命；避免破坏地下水体环境，可在土体内形成地下水的自循环，收集到的水资源可进行二次利用，提高了地下水与地表降水的利用率，符合海绵城市的构想。The effect and advantage of the utility model are that it is convenient for centralized factory production, low in cost, saves construction cost and drainage ditch construction time, and has an environmental protection effect; effectively dredges groundwater and surface precipitation, and drains water in the soil where the comprehensive pipe gallery is located. Water collection and circulation can avoid damage to the gallery body caused by water storage outside the gallery body, water seepage and water leakage inside the gallery body, and indirectly prolong the service life of the gallery body; avoid damaging the groundwater environment and form a self-circulation of groundwater in the soil , The collected water resources can be used for secondary use, which improves the utilization rate of groundwater and surface precipitation, which is in line with the concept of sponge city.
附图说明Description of drawings
图1为本实用新型的截面示意图。Fig. 1 is a schematic cross-sectional view of the utility model.
图2为本实用新型的U形人字坡排水沟示意图。Fig. 2 is a schematic diagram of a U-shaped herringbone slope drainage ditch of the present invention.
图中，1为顶部防水混凝土层，2为回填土层，3为透水混凝土层，4为防水层，5为综合管廊体，6为U形排水沟，7为底部防水混凝土层，8为集水井，9为排水管，10为U形人字坡排水沟。In the figure, 1 is the top waterproof concrete layer, 2 is the backfill soil layer, 3 is the permeable concrete layer, 4 is the waterproof layer, 5 is the integrated pipe gallery, 6 is the U-shaped drainage ditch, 7 is the bottom waterproof concrete layer, 8 is the Collecting well, 9 is a drainage pipe, and 10 is a U-shaped herringbone slope drainage ditch.
具体实施方式Detailed ways
如图1~图2所示，一种具有防水、排水功能的地下综合管廊结构，包括顶部防水混凝土层1、回填土层2、透水混凝土层3、防水层4、综合管廊体5、U形排水沟6、底部防水混凝土层7、集水井8、排水管9和U形人字坡排水沟10，自下向上看，底部防水混凝土层7的下部与基坑开挖的土体相连接、上面衔接综合管廊体5；靠近综合管廊体5外侧的是铺设的防水层4，透水混凝土层3内侧与防水层4相贴，透水混凝土层3外侧与回填土层2紧密连接，在综合管廊体5的上部铺设防水层4，防水层4上侧紧贴顶部防水混凝土层1；在综合管廊体5两侧分别砌筑了U形排水沟6，在综合管廊体5的两端点设置集水井8；所述U形排水沟6与U形人字坡排水沟10为一体结构；所述U形排水沟6时在综合管廊体5纵向设置2%~3%坡度，形成人字坡；在综合管廊结构两端设置集水井8，收集通过U形排水沟6及透水混凝土层3排出流出的水；由U形人字坡排水沟10流出的水由集水井8进行收集，同时当水流入集水井8时，水由排水管9流入土体，使地下水和天然降水在土体内形成循环。As shown in Figures 1 and 2, an underground comprehensive pipe gallery structure with waterproof and drainage functions, including a top waterproof concrete layer 1, backfill soil layer 2, permeable concrete layer 3, waterproof layer 4, comprehensive pipe gallery body 5, U-shaped drainage ditch 6, bottom waterproof concrete layer 7, water collection well 8, drainage pipe 9 and U-shaped herringbone slope drainage ditch 10, viewed from bottom to top, the lower part of the bottom waterproof concrete layer 7 is in contact with the excavated soil of the foundation pit Connecting and above the comprehensive pipe gallery body 5; near the outside of the comprehensive pipe gallery body 5 is the laid waterproof layer 4, the inner side of the permeable concrete layer 3 is attached to the waterproof layer 4, and the outer side of the permeable concrete layer 3 is closely connected with the backfill soil layer 2, A waterproof layer 4 is laid on the upper part of the comprehensive pipe gallery body 5, and the upper side of the waterproof layer 4 is close to the top waterproof concrete layer 1; Water collection wells 8 are set at the two ends; the U-shaped drainage ditch 6 and the U-shaped herringbone slope drainage ditch 10 are integrated structures; when the U-shaped drainage ditch 6 is vertically set at a slope of 2% to 3% in the integrated pipe gallery body 5 , forming a herringbone slope; water collection wells 8 are set at both ends of the comprehensive pipe gallery structure to collect the water discharged through the U-shaped drainage ditch 6 and the permeable concrete layer 3; 8 collects, and when water flows into water collecting well 8 simultaneously, water flows into soil body by drainage pipe 9, makes underground water and natural precipitation form circulation in soil body.
一种具有防水、排水功能的地下综合管廊结构的施工方法，包括以下步骤：A construction method of an underground comprehensive pipe gallery structure with waterproof and drainage functions, comprising the following steps:
（1）预制混凝土节段(1) Precast concrete segments
采用C40及以上强度的自防水混凝土预制混凝土节段，吊运加工好的钢筋骨架，模板安装调试，浇筑混凝土，养成后拆模移到混凝土预制节段成品摆放区。Self-waterproof concrete prefabricated concrete segments with C40 and above strength are used, the processed steel skeleton is lifted, the formwork is installed and debugged, concrete is poured, and the formwork is removed after cultivation and moved to the finished product placement area of the concrete prefabricated segment.
（2）基坑开挖及临时支护(2) Foundation pit excavation and temporary support
开挖前，首先对基坑四周预埋监控测量点位，读取初始值，开挖过程中经常测量，发现如有异常（超出警戒值以外）立即处理。采用小爆破开挖，基坑开挖范围除正常混凝土节段预留尺寸，还应包括排水管道位置；若所开挖基坑地质条件较差，可采用土钉临时支护。Before excavation, first embed the monitoring and measuring points around the foundation pit, read the initial value, measure frequently during the excavation process, and deal with it immediately if any abnormality (beyond the warning value) is found. Small blasting is used for excavation. In addition to the reserved size of normal concrete segments, the excavation range of foundation pit should also include the location of drainage pipes; if the geological conditions of the excavated foundation pit are poor, temporary support with soil nails can be used.
（3）修筑集水井(3) Build water collection wells
基坑开挖结束后，修筑集水井，其目的是将排水沟排出的地下水与降水汇入集水井中。集水井直径一般为5m~10m，集水井底部修筑排水管，对集水再次进行排出。After the excavation of the foundation pit is completed, the water collection well is built, and its purpose is to collect the groundwater and precipitation discharged from the drainage ditch into the water collection well. The diameter of the water collection well is generally 5m~10m, and a drainage pipe is built at the bottom of the water collection well to discharge the collected water again.
（4）运输和安装混凝土节段(4) Transportation and installation of concrete segments
混凝土节段达到设计强度后，用平板拖车进行运输，履带吊安装，节段安装时采用现场涂胶拼装并施加预应力形成刚性接头连接。After the concrete segment reaches the design strength, it is transported with a flatbed trailer and installed with a crawler crane. When the segment is installed, it is assembled with glue on site and prestressed to form a rigid joint connection.
（5）砌筑排水沟(5) Masonry drainage ditches
安装混凝土节段后，在略低于综合管廊廊体底部位置采用防水混凝土砌筑U形排水沟，排水沟在综合管廊廊体纵向方向设置倾斜角不低于2％—3％的坡度，呈缓缓的“人子坡”形状。After installing the concrete segment, use waterproof concrete to build a U-shaped drainage ditch at a position slightly lower than the bottom of the comprehensive pipe gallery body, and set the slope of the drainage ditch at a slope of not less than 2%-3% in the longitudinal direction of the comprehensive pipe gallery body , showing a gentle "Renzi Slope" shape.
（6）铺设防水层(6) laying waterproof layer
以地下综合管廊设计要求确定防水等级，确定铺设卷材防水层及张贴苯板，防水层从结构底板垫层铺设至顶板基面，并应在外围形成封闭的防水层。防水卷材的品种规格和层数，应根据地下工程防水等级、地下水位高低及水压力作用状况、结构构造形式和施工工艺等因素确定。Determine the waterproof level according to the design requirements of the underground comprehensive pipe gallery, determine the laying of the waterproof layer of the membrane and the posting of the benzene board, the waterproof layer is laid from the bottom layer of the structure to the base of the roof, and a closed waterproof layer should be formed on the periphery. The variety, specifications and number of layers of waterproofing membranes should be determined according to factors such as the waterproofing level of the underground project, the level of the groundwater level, the state of water pressure, the structural form, and the construction process.
（7）回填施工(7) Backfill construction
回填施工时，采用强度为C30的透水混凝土进行回填。基坑墙背采用水平分层对称回填方式，回填至侧向回填厚度1m范围内，厚度大于1m范围采用基坑原本开挖出的天然土体进行回填，并采用机械碾压。During the backfilling construction, permeable concrete with a strength of C30 is used for backfilling. The back of the foundation pit wall adopts the horizontal layered symmetrical backfill method, and backfills to the extent of the lateral backfill thickness of 1m, and the thickness greater than 1m is backfilled with the natural soil originally excavated from the foundation pit, and mechanically rolled.
以上所述仅是本实用新型的优选实施方式，应当指出，对于本技术领域的普通技术人员来说，在不脱离本实用新型原理的前提下，还可以做出若干改进和润饰，这些改进和润饰也应视为本实用新型的保护范围。The above is only a preferred embodiment of the utility model, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made, these improvements and Retouching should also be regarded as the scope of protection of the present utility model.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820437318.XU CN208088344U (en) | 2018-03-29 | 2018-03-29 | With waterproof, the underground pipe gallery structure of drain function |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820437318.XU CN208088344U (en) | 2018-03-29 | 2018-03-29 | With waterproof, the underground pipe gallery structure of drain function |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208088344U true CN208088344U (en) | 2018-11-13 |
Family
ID=64056973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820437318.XU Active CN208088344U (en) | 2018-03-29 | 2018-03-29 | With waterproof, the underground pipe gallery structure of drain function |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208088344U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322328A (en) * | 2018-11-27 | 2019-02-12 | 上海应用技术大学 | Method and system for roof waterproofing and drainage of subway stations in alpine regions |
| CN110747901A (en) * | 2019-11-19 | 2020-02-04 | 沈阳促晋科技有限公司 | Underground anti-flooding and anti-corrosion structure |
| CN110821514A (en) * | 2019-09-30 | 2020-02-21 | 中铁隧道局集团建设有限公司 | Construction method of assembled primary support structure of tunnel in water-rich area |
| CN113216213A (en) * | 2021-05-25 | 2021-08-06 | 国厦建设有限公司 | Basement waterproof foundation pit structure and construction method |
| CN113833015A (en) * | 2021-08-24 | 2021-12-24 | 南京工业大学 | Liquefaction-resistant and floating-resistant underground comprehensive pipe gallery structure and application method thereof |
-
2018
- 2018-03-29 CN CN201820437318.XU patent/CN208088344U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109322328A (en) * | 2018-11-27 | 2019-02-12 | 上海应用技术大学 | Method and system for roof waterproofing and drainage of subway stations in alpine regions |
| CN110821514A (en) * | 2019-09-30 | 2020-02-21 | 中铁隧道局集团建设有限公司 | Construction method of assembled primary support structure of tunnel in water-rich area |
| CN110747901A (en) * | 2019-11-19 | 2020-02-04 | 沈阳促晋科技有限公司 | Underground anti-flooding and anti-corrosion structure |
| CN113216213A (en) * | 2021-05-25 | 2021-08-06 | 国厦建设有限公司 | Basement waterproof foundation pit structure and construction method |
| CN113216213B (en) * | 2021-05-25 | 2022-02-08 | 国厦建设有限公司 | Basement waterproof foundation pit structure and construction method |
| CN113833015A (en) * | 2021-08-24 | 2021-12-24 | 南京工业大学 | Liquefaction-resistant and floating-resistant underground comprehensive pipe gallery structure and application method thereof |
| CN113833015B (en) * | 2021-08-24 | 2022-07-05 | 南京工业大学 | Anti-liquefaction and anti-floating underground comprehensive pipe gallery structure and application method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108316354A (en) | With waterproof, the underground pipe gallery structure of drain function and its construction method | |
| CN208088344U (en) | With waterproof, the underground pipe gallery structure of drain function | |
| CN109898533B (en) | Raft plate built-in precipitation structure, well sealing structure of precipitation well and well sealing method | |
| CN104005419B (en) | The box culvert structure of sinking method construction and construction method | |
| CN103147614B (en) | Pool with multi-layer structure and building method thereof | |
| CN207597428U (en) | Prefabricated piping lane is connected waterproof construction with cast-in-place piping lane | |
| CN104847010A (en) | Urban miniature underground reservoir and construction method | |
| CN109236367A (en) | A tunnel structure with anti-seepage and drainage function and its freezing construction method | |
| CN215329049U (en) | Track structure with drainage pump station in integral ballast bed | |
| CN208982109U (en) | A tunnel structure with anti-seepage and drainage function | |
| CN107100206A (en) | A kind of prevention and controls of basement leakage | |
| CN109339097A (en) | It is a kind of with waterproof, the underground pipe gallery structure of drain function | |
| CN214657275U (en) | Self-flowing drainage pressure-limiting anti-floating structure | |
| CN209892228U (en) | Underground comprehensive pipe gallery structure constructed by adopting underground excavation method | |
| CN111424685A (en) | Deep water falling hole processing structure and method for backfilling foundation in large karst depression | |
| CN207828994U (en) | It is a kind of draining and recharge constructing structure | |
| CN113186977B (en) | A reverse sequence construction method for underground comprehensive utility gallery | |
| CN111851546A (en) | A construction method for closed dewatering of dredging wells in deep foundation pit construction | |
| CN105926665A (en) | Prefabricated large-sized building block assembly type concrete drainage pipeline base and construction method thereof | |
| CN207673370U (en) | A kind of existing tunnel road surface drainage modernization system | |
| CN115012452A (en) | Post-casting belt construction technology and basement drainage and pressure relief structure | |
| CN108755724A (en) | The external water drainage waterproof method of pipe gallery | |
| CN212153647U (en) | Drainage facility suitable for water source area protection district excavation highway section | |
| CN212405178U (en) | Deep water falling hole processing structure of backfill foundation in large karst depression | |
| CN207828722U (en) | A kind of protection structure for crossing over karez suitable for Xinjiang region roadbed |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200720 Address after: No. 102, Tanggu East Road, Binhai New Area, Tianjin, 300450 Patentee after: Tianjin Binhai New Area Urban Planning and Design Institute Co., Ltd Address before: Hunnan Hunnan Road Shenyang city Liaoning province 110168 No. 9 Patentee before: SHENYANG JIANZHU University |