CN201099920Y - heat preservation well - Google Patents
heat preservation well Download PDFInfo
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- CN201099920Y CN201099920Y CNU2007200329989U CN200720032998U CN201099920Y CN 201099920 Y CN201099920 Y CN 201099920Y CN U2007200329989 U CNU2007200329989 U CN U2007200329989U CN 200720032998 U CN200720032998 U CN 200720032998U CN 201099920 Y CN201099920 Y CN 201099920Y
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Abstract
本实用新型涉及一种保温集水井,由草皮覆盖层、填土层、保温层、块石层、透水土工布、出水口构成。在井壁底部、井口出水端面或井壁一侧面设有保温层,井壁两侧或一侧面设有透水土工布,井内堆放块石层,井的顶部为填土层,填土层上有草皮覆盖层,出水口与地下排水管相联接。本实用新型用透水土工布代替传统措施的碎石、块石组成的反滤层,极大的提高了施工速度;用XPS保温板取代了传统的粘土层,起到了隔水、保温的双重效果,集水井内水的热量损失很少。本实用新型结构简单,易施工快、保温效果理想,利于排水,减少了冬季因排水不畅引起的工程冻害,可广泛地应用于寒冷地区公路、铁路等工程地下集水、排水系统。
The utility model relates to a thermal insulation water collection well, which is composed of a turf covering layer, a filling layer, a thermal insulation layer, a block stone layer, a permeable geotextile and a water outlet. There is an insulation layer at the bottom of the well wall, the water outlet end of the well head or one side of the well wall, and a permeable geotextile is provided on both sides or one side of the well wall. The block stone layer is piled up in the well, and the top of the well is a filling layer. The turf cover layer, the water outlet is connected with the underground drainage pipe. The utility model uses permeable geotextiles to replace the anti-filter layer composed of gravel and block stones in traditional measures, which greatly improves the construction speed; replaces the traditional clay layer with XPS insulation board, and has the dual effects of water insulation and heat preservation , The heat loss of the water in the sump well is very little. The utility model has the advantages of simple structure, easy construction, fast heat preservation effect, favorable drainage, and reduces engineering freezing damage caused by poor drainage in winter, and can be widely used in underground water collection and drainage systems of highways, railways and other projects in cold regions.
Description
技术领域technical field
本实用新型涉及一种寒区地下水收集结构。适合寒冷地区地下集水、排水系统使用。The utility model relates to a groundwater collection structure in cold regions. Suitable for underground water collection and drainage systems in cold regions.
背景技术Background technique
我国有大部分国土面积处于寒冷地区。寒区的道路工程、矿井工程都涉及到地下水的收集和排泄。传统收集地下水的方式采用集水渗井、集水渗池收集地下水,然后通过暗管、盲沟排水。由于寒冷地区冬季气候寒冷,集水结构、暗管、盲沟很容易被冻结、堵塞,导致整个集水排水系统失效,给工程造成损害;其集水结构主要靠增加土层厚度来达到保温,这种方法施工慢,效果差且不利于环保。最常见的就是寒区的公路、铁路涎流冰病害的发生,给交通运输安全带来严重隐患,同时也造成了巨大的经济损失。涎流冰的产生是由于排水管路堵塞,水从路基上方某些地方出露、在地表冻结、蔓延至路基、拥堵涵洞,春季冰雪融化,由于排水通道被冰堵塞,造成融水冲刷道路,这些给道路及附属构筑物的稳定与交通安全带来极大威胁。另外,我国东北、西北不少边防公路常年遭受涎流冰引起的危害,部队所需物质的输送受到很大影响。Most of my country's land area is in the cold region. Road engineering and mine engineering in cold regions all involve the collection and discharge of groundwater. The traditional way of collecting groundwater is to collect groundwater in seepage wells and ponds, and then drain it through hidden pipes and blind ditches. Due to the cold climate in cold regions in winter, the water collection structure, hidden pipes, and blind ditch are easily frozen and blocked, resulting in the failure of the entire water collection and drainage system and causing damage to the project; the water collection structure mainly relies on increasing the thickness of the soil layer to achieve heat preservation. This method is slow in construction, poor in effect and unfavorable for environmental protection. The most common is the occurrence of saliva ice disease on roads and railways in cold regions, which brings serious hidden dangers to transportation safety and also causes huge economic losses. The generation of salivary ice is due to the blockage of the drainage pipe, the water is exposed from some places above the roadbed, freezes on the surface, spreads to the roadbed, and congests the culvert. These pose a great threat to the stability and traffic safety of roads and auxiliary structures. In addition, many frontier defense roads in the northeast and northwest of our country suffer from the hazards caused by saliva ice all the year round, which greatly affects the transportation of materials needed by the troops.
提高集水井内的水温,可以有效防止排水管路冻结,俄罗斯的铁路涎流冰防治中采用电加热的方式,这种方法应用受到诸多条件限制,不适合我国广大寒区使用。我国使用的传统渗井、渗池结构复杂,采用粘土做隔水层、粗砂、碎石做反滤层,施工难度大,另一重要原因就是保温效果不理想,在集水处水温有较大幅度降低,不利于排水。因此,研发一种新型有效的保温集水井对解决上述问题具有重要意义。Raising the water temperature in the water collection well can effectively prevent the drainage pipeline from freezing. Electric heating is used in the prevention and control of railway saliva ice in Russia. The application of this method is limited by many conditions and is not suitable for use in the vast cold regions of our country. The traditional infiltration wells and infiltration tanks used in my country have complex structures, and clay is used as the water-repellent layer, and coarse sand and gravel are used as the reverse filter layer. The construction is difficult. Another important reason is that the thermal insulation effect is not ideal. It is greatly reduced, which is not conducive to drainage. Therefore, it is of great significance to develop a new type of effective thermal insulation water collection well to solve the above problems.
发明内容Contents of the invention
为克服寒区传统地下集水结构保温效果不理想、结构复杂、施工难度大的缺陷,本实用新型提供了一种保温集水井。该集水井采用新型保温材料XPS板进行保温处理,用透水土工布作为反滤层,井内堆放块石,同时在集水井顶部进行草皮覆盖,增强保温效果。由此可以大大提高施工速度和提高集水井内水温,降低排水管路冻结的可能性,减少寒区工程因排水问题而带为的损失。In order to overcome the defects of unsatisfactory thermal insulation effect, complex structure and difficult construction of the traditional underground water collection structure in cold regions, the utility model provides a thermal insulation water collection well. The water collection well adopts new thermal insulation material XPS board for insulation treatment, uses permeable geotextile as the reverse filter layer, stacks rocks in the well, and at the same time covers the top of the water collection well with turf to enhance the insulation effect. This can greatly increase the construction speed and increase the water temperature in the collection well, reduce the possibility of drainage pipeline freezing, and reduce the losses caused by drainage problems in cold area projects.
本实用新型解决其技术问题所采用的技术方案是:The technical scheme that the utility model solves its technical problem adopts is:
一种保温集水井,由草皮覆盖层、填土层、保温层、块石层、透水土工布、出水口构成。在井壁底部、井口出水端面或井壁一侧面设有保温层,井壁两侧或一侧面设有透水土工布,井内堆放块石层,井的顶部为填土层,填土层上有草皮覆盖层,出水口与地下排水管相联接。A thermal insulation water collection well is composed of a turf covering layer, a filling layer, a thermal insulation layer, a block stone layer, a permeable geotextile and a water outlet. There is an insulation layer at the bottom of the well wall, the water outlet surface of the well head or one side of the well wall, and a permeable geotextile is provided on both sides or one side of the well wall. A stone layer is stacked in the well, and the top of the well is a filling layer. The turf cover layer, the water outlet is connected with the underground drainage pipe.
上述的保温层采用XPS板,XPS保温板为聚乙烯、聚氨酯保温板,厚度范围为5~20cm,导热系数0.028W/m·K;抗压强度大于0.3Mpa,体积吸水率小于1%。The above insulation layer adopts XPS board, XPS insulation board is polyethylene, polyurethane insulation board, thickness range is 5-20cm, thermal conductivity is 0.028W/m·K; compressive strength is greater than 0.3Mpa, volume water absorption is less than 1%.
上述的透水土工布渗透系数不小于2cm/s。The permeability coefficient of the above-mentioned permeable geotextile is not less than 2cm/s.
上述的块石层粒径范围为10~25cm。The particle size range of the above-mentioned block stone layer is 10-25 cm.
上述的回填土厚度为20~50cm。The above-mentioned backfill thickness is 20-50cm.
保温集水井的工作原理是:含水层内的地下水通过透水土工布进入集水井内,然后通过排水出口排走,排水口与地下排水管相接。集水井底部,侧面及顶部都有保温效果很好的挤塑泡沫保温材料XPS板,这大大减少了集水井内水热量的损失。The working principle of the thermal insulation collection well is: the groundwater in the aquifer enters the collection well through the permeable geotextile, and then drains away through the drainage outlet, which is connected to the underground drainage pipe. The bottom, side and top of the water collection well have extruded foam insulation material XPS boards with good thermal insulation effect, which greatly reduces the loss of water heat in the water collection well.
本实用新型的优点和产生的有益效果是:Advantage of the utility model and the beneficial effect that produce are:
1、本实用新型采用XPS板取代了传统的粘土层,起到了隔水、保温的双重效果;其次XPS板极大的降低了顶部土层厚度(见公式4),20cm厚度XPS板的保温效果相当于当地2~5m厚度土层的保温效果,同时顶部设有草皮覆盖层,维持了原有的地貌景观,利于环保。1. The utility model uses the XPS board to replace the traditional clay layer, which has the double effect of water insulation and heat preservation; secondly, the XPS board greatly reduces the thickness of the top soil layer (see formula 4), and the heat preservation effect of the XPS board with a thickness of 20cm It is equivalent to the thermal insulation effect of the local 2-5m thick soil layer. At the same time, there is a turf covering layer on the top, which maintains the original landscape and is conducive to environmental protection.
2、用透水土工布代替传统措施的碎石、块石组成的反滤层,极大的提高了施工速度;2. Use permeable geotextile to replace the anti-filter layer composed of gravel and block stone in traditional measures, which greatly improves the construction speed;
3、由于新型材料的使用和结构的改进提高了集水井内的水温,降低了地下排水管路冻结的可能性,减少寒区工程因排水问题引起的破坏。3. Due to the use of new materials and the improvement of the structure, the water temperature in the collection well has been increased, the possibility of freezing the underground drainage pipeline has been reduced, and the damage caused by drainage problems in cold area projects has been reduced.
保温材料减少填土最大厚度值可按下式计算:The insulation material can reduce the maximum thickness of filling soil and can be calculated according to the following formula:
式中:H为可减少土层的最大厚度;λ填土表示填土的导热系数;λ保温材料为保温材料导热系数;h保温材料为保温材料厚度。In the formula: H is the maximum thickness of the soil layer that can be reduced; λfill means the thermal conductivity of the fill; λinsulation material is the thermal conductivity of the insulation material; h insulation material is the thickness of the insulation material.
附图说明Description of drawings
图1保温集水井纵剖面图。Fig. 1 Longitudinal sectional view of heat preservation water collection well.
图2为图1的A-A’断面图。Fig. 2 is A-A' sectional view of Fig. 1.
具体实施方式Detailed ways
为更好地理解本实用新型,可通过以下实施例予以进一步说明,但并非对本实用新型的限定。In order to better understand the utility model, the following examples can be used to further illustrate, but not limit the utility model.
如图1所示,一种保温集水井,由草皮覆盖层1、填土层2、保温层3、块石层4、透水土工布5、出水口7构成。在井壁底部、井口出水端面或井壁一侧面设有保温层3,井壁两侧或一侧面设有透水土工布5,井内堆放块石层4,井的顶部为填土层2,填土层2上有草皮覆盖层1,出水口7与地下排水管相联接。As shown in FIG. 1 , a thermal insulation water collection well is composed of a
以大兴安岭拉莫公路K81+300处采用的保温集水井为例。地理坐标:N50°47.759′,E120°03.758′。海拔高度774m,属于高纬度寒冷地区。Take the heat preservation water collection well adopted at K81+300 of Lamo Highway in Greater Khingan Mountains as an example. Geographical coordinates: N50°47.759′, E120°03.758′. With an altitude of 774m, it belongs to the high latitude cold area.
施工过程是:先揭开集水位置地表草皮覆盖层1,以备完工后恢复地表景观;在集水位置挖一深205cm,长200cm,宽200cm长方体的井,在井底部、井口出水端面及一个侧面铺设15cm厚度的聚乙烯保温板,板间用粘结剂粘接,形成保温层3;在出水端面上距离底部10cm高度位置设置一个直径20cm的孔7与地下排水管连接,孔的水平位置位于长度方向(与排水管垂直的断面方向为长度方向)的中间部位;然后在紧靠聚乙烯保温板位置堆放平均粒径为20cm的块石层4,进一步固定保温层3,然后在来水面铺设透水土工布5作为反滤层,之后继续堆放块石,达到150cm高度时形成块石层4,停止块石堆放,再铺盖20cm厚的聚乙烯保温板;填土40cm形成填土层2适当碾压之后,将原揭开的草皮覆盖在集水井的顶部。地下水6通过透水土工布5渗入井中,从排水管排出。The construction process is as follows: first uncover the
聚乙烯保温板导热系数0.028W/m·K,强度400kPa,体积吸水率小于1%(水蒸汽透湿系数小于2ng(Pa.m.s),耐腐蚀,保温性能稳定。顶部20cm厚度的XPS板相当于当地3m厚度的土层。土工布垂直渗透系数3cm/s,其单位面积质量450g/m2,抗拉强度10kN/m。The thermal conductivity of polyethylene insulation board is 0.028W/m·K, the strength is 400kPa, the volume water absorption rate is less than 1% (water vapor permeability coefficient is less than 2ng (Pa.ms), corrosion resistance, and stable insulation performance. The XPS board with a thickness of 20cm on the top is equivalent to In the local soil layer with a thickness of 3m, the vertical permeability coefficient of the geotextile is 3cm/s, the mass per unit area is 450g/m 2 , and the tensile strength is 10kN/m.
本实施例于2004年秋施工完成,经过3个冬季的实践验证,效果理想。本集水结构由于四周新型保温材料的应用及顶部植被生态恢复的保温作用,集水井内冬季水温得到较大提高,提高水温约4~5℃。The construction of this embodiment was completed in the autumn of 2004. After three winters of practical verification, the effect is ideal. Due to the application of new thermal insulation materials around the water collection structure and the thermal insulation effect of the top vegetation ecological restoration, the water temperature in the water collection well in winter has been greatly improved, and the water temperature has been increased by about 4-5 °C.
Claims (5)
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| Application Number | Priority Date | Filing Date | Title |
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| CNU2007200329989U CN201099920Y (en) | 2007-09-30 | 2007-09-30 | heat preservation well |
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| CNU2007200329989U CN201099920Y (en) | 2007-09-30 | 2007-09-30 | heat preservation well |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101424087B (en) * | 2007-10-31 | 2010-08-18 | 中国科学院寒区旱区环境与工程研究所 | Insulation and collecting well |
| AT12547U1 (en) * | 2010-05-26 | 2012-07-15 | Hain Josef Gmbh & Co Kg | INSULATED BAY |
| CN102587399A (en) * | 2012-01-12 | 2012-07-18 | 中国科学院寒区旱区环境与工程研究所 | Salivary flow ice prevention and management structure in cold zone |
| CN102877543A (en) * | 2012-10-24 | 2013-01-16 | 中铁西北科学研究院有限公司 | Heat-preservation blind trench facility applicable to multi-year permafrost region and construction method |
| CN104632226A (en) * | 2014-12-17 | 2015-05-20 | 籍进朝 | Water control formwork |
-
2007
- 2007-09-30 CN CNU2007200329989U patent/CN201099920Y/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101424087B (en) * | 2007-10-31 | 2010-08-18 | 中国科学院寒区旱区环境与工程研究所 | Insulation and collecting well |
| AT12547U1 (en) * | 2010-05-26 | 2012-07-15 | Hain Josef Gmbh & Co Kg | INSULATED BAY |
| CN102587399A (en) * | 2012-01-12 | 2012-07-18 | 中国科学院寒区旱区环境与工程研究所 | Salivary flow ice prevention and management structure in cold zone |
| CN102587399B (en) * | 2012-01-12 | 2014-11-05 | 中国科学院寒区旱区环境与工程研究所 | Salivary flow ice prevention and management structure in cold zone |
| CN102877543A (en) * | 2012-10-24 | 2013-01-16 | 中铁西北科学研究院有限公司 | Heat-preservation blind trench facility applicable to multi-year permafrost region and construction method |
| CN102877543B (en) * | 2012-10-24 | 2015-05-13 | 中铁西北科学研究院有限公司 | Heat-preservation blind trench facility applicable to multi-year permafrost region and construction method |
| CN104632226A (en) * | 2014-12-17 | 2015-05-20 | 籍进朝 | Water control formwork |
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