CN102839691A - Quick sealing method and device for sandless cement pipe deep well dewatering wellhead - Google Patents
Quick sealing method and device for sandless cement pipe deep well dewatering wellhead Download PDFInfo
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Abstract
本发明公开了无砂水泥管深井降水井口快速封堵方法及其装置,在无砂水泥管内插入预先制作好的钢套管,在钢套管的外侧壁上设有至少一道止水板,在钢套管、无砂水泥管和基础混凝土垫层之间采用聚氨酯密封膏、SBS防水卷材等材料进行综合防水,在钢套管的内部浇筑干硬性混凝土,上部用封板、橡胶防水垫和法兰连接起来,进行一次性的快速封堵,杜绝了封井后管井内外渗水的难题。
The invention discloses a method and a device thereof for quickly sealing the head of a deep well dewatering with a sand-free cement pipe. A prefabricated steel sleeve is inserted into the sand-free cement pipe, and at least one water stop plate is arranged on the outer wall of the steel sleeve. Polyurethane sealant, SBS waterproof membrane and other materials are used for comprehensive waterproofing between the steel casing, sand-free cement pipe and the foundation concrete cushion. Dry hard concrete is poured inside the steel casing, and the upper part is sealed with a sealing plate, rubber waterproof pad and The flanges are connected together for one-time rapid plugging, which eliminates the problem of water seepage inside and outside the tube well after the well is sealed.
Description
技术领域 technical field
本发明涉及降水井封堵技术领域,尤其涉及一种无砂水泥管深井降水井口快速封堵方法及其装置。The invention relates to the technical field of plugging of dewatering wells, in particular to a method and a device for quickly plugging the head of a dewatering well with a sand-free cement pipe.
背景技术 Background technique
在高层建筑地下室、地下车库及人防工程的深基坑降水井开挖的过程当中,由于地下水在土中的渗透,经常会发生流砂和泉涌的现象,坑底土将随着开挖而不停的上涌,边坡也将不断的坍塌,这样不但会影响土方的开挖施工,而且将影响到邻近建筑、构筑物及基坑支护结构的安全,同时也会影响到建筑物基础的正常施工和工程质量。During the excavation of deep foundation pit dewatering wells in basements of high-rise buildings, underground garages and civil air defense projects, due to the penetration of groundwater in the soil, quicksand and springs often occur, and the soil at the bottom of the pit will continue to flow with the excavation. If the upwelling occurs, the slope will continue to collapse, which will not only affect the excavation construction of the earthwork, but also affect the safety of adjacent buildings, structures and foundation pit support structures, as well as the normal construction and construction of the foundation of the building. Engineering Quality.
目前深基坑降水井通常采用无砂水泥管深井降水,在建筑、铁路、涵洞等领域得到了广泛的应用,深基坑降水井具有降水具有施工快捷、排水量大、降水深、排水效果好、井距大等诸多优点。At present, deep foundation pit dewatering wells usually use sand-free cement pipe deep wells for dewatering, which have been widely used in construction, railways, culverts and other fields. Deep foundation pit dewatering wells have the advantages of fast construction, large drainage, deep precipitation, and good drainage effect. Large well spacing and many other advantages.
当前的深基坑降水井在其面积较大的时候,由于受到降水深度和降水影响半径的限制,深基坑降水井必须埋设在基坑内,但是此时井口的封堵成为了一个难题,常规的专卖封堵方法在封堵的过程当中或者在封堵过后往往容易出现渗漏的现象,处理费时费工,而且堵漏不彻底,而且常规的封堵方法会造成工种的交叉作业,会影响工期,施工成本高,封堵起来也更困难,难以保证封堵的质量和效果。When the current deep foundation pit dewatering well has a large area, due to the limitation of the depth of precipitation and the radius of influence of precipitation, the deep foundation pit dewatering well must be buried in the foundation pit, but at this time, the wellhead plugging has become a problem. The monopoly sealing method is often prone to leakage during the sealing process or after the sealing. The treatment is time-consuming and labor-intensive, and the sealing is not complete. Moreover, the conventional sealing method will cause cross-operation of types of work, which will affect The construction period and construction cost are high, and the sealing is more difficult, so it is difficult to guarantee the quality and effect of sealing.
发明内容 Contents of the invention
为了解决上述存在的问题,本发明的目的在于提供一种工艺简单、施工速度快、周期短、不会影响施工进度的,而且一次性封堵效果好的无砂水泥管深井降水井口快速封堵方法及该方法所用之装置。In order to solve the above existing problems, the object of the present invention is to provide a quick plugging of the wellhead of deep well dewatering with sand-free cement pipe, which has simple process, fast construction speed, short cycle, will not affect the construction progress, and has a good one-time plugging effect. Method and apparatus used in the method.
为了实现上述目的,本发明采用以下技术方案:In order to achieve the above object, the present invention adopts the following technical solutions:
无砂水泥管深井降水井口快速封堵方法,具体步骤为:The method for fast plugging the wellhead of deep well dewatering with sand-free cement pipe, the specific steps are as follows:
步骤一、管口处理:铺设基础混凝土垫层使具有一定强度,同时使得无砂水泥管井口高度高于基础混凝土垫层;Step 1. Nozzle treatment: Lay the foundation concrete cushion to have a certain strength, and at the same time make the wellhead height of the sand-free cement pipe higher than the foundation concrete cushion;
步骤二、钢套管制作:在圆形钢套管的外侧壁上焊接有至少一道止水板,在钢套管的顶部焊接有一个法兰,法兰上设置若干个螺孔,配置相应的螺栓,在钢套管的顶部设置封板,在封板和法兰之间设置橡胶防水垫;
步骤三、钢套管预插固定:在基础底板绑扎钢筋之前将钢套管插入无砂水泥管口内,并在最靠近无砂水泥管进口的一道止水板的底部焊接钢筋支撑,使该止水板高于无砂水泥管井口;Step 3: Pre-insert and fix the steel casing: insert the steel casing into the sand-free cement pipe mouth before binding the steel bars on the foundation floor, and weld the steel support at the bottom of the water-stop plate closest to the sand-free cement pipe entrance to make the stop The water plate is higher than the wellhead of the sand-free cement pipe;
步骤四、接口密封防水:在钢套管和无砂水泥管井口之间填充防水密封膏,待防水密封膏干燥后,采用防水水泥砂浆将最靠近无砂水泥管进口的一道止水板与无砂水泥管井口之间填塞密封,在无砂水泥管与基础混凝土垫层的交接处用水泥砂浆做成圆弧角,在圆弧角上做一道防水层,防水层与下止水板相接,接口处采用热熔密封;
步骤五、基础施工:绑扎基础底排钢筋,在无砂水泥管井口处断开,周边设置加强筋,在无砂水泥管井口四周浇筑混凝土,无砂水泥管井口上部以井口为中心留置后浇口,在井口快速封堵后采用比四周混凝土等级高一级的膨胀混凝土补浇;
步骤六、依次间隔停止降水:停止降水应为多个无砂水泥管降水井间隔逐步的停止降水,单井停止降水后立即取出水泵;Step 6. Stop the precipitation at intervals in sequence: Stop the precipitation step by step for multiple sand-free cement pipe precipitation wells at intervals, and take out the water pump immediately after stopping the precipitation for a single well;
步骤七、填芯封口:无砂水泥管中用细砂回填到混凝土垫层的高度,再用掺有早强剂的干硬性混凝土投入钢套管内,振捣密实,并一直浇筑到钢套管的顶部,随即在钢套管顶部的法兰上放置橡胶防水垫,盖上封板,用螺栓将封板固定于法兰之上,再用膨胀混凝土补浇于钢套管的顶部,使之和无砂水泥管井口四周的混凝土面相持平,振捣密实,覆盖保护。Step 7. Core filling and sealing: backfill the sand-free cement pipe with fine sand to the height of the concrete cushion, then put dry hard concrete mixed with early strength agent into the steel casing, vibrate and compact it, and pour it all the way to the steel casing Then place a rubber waterproof pad on the flange at the top of the steel casing, cover the sealing plate, fix the sealing plate on the flange with bolts, and pour expanded concrete on the top of the steel casing to make it It is equal to the concrete surface around the wellhead of the sandless cement pipe, vibrated and compacted, and covered and protected.
优选的,所述步骤四中的密封膏采用聚氨酯防水密封膏。Preferably, the sealing paste in
优选的,所述步骤四中的防水层采用SBS卷材防水层。Preferably, the waterproof layer in
无砂水泥管深井降水井口快速封堵装置,其包括无砂水泥管和钢套管,钢套管包括钢管体、法兰、封板、螺栓、橡胶防水垫和至少一道止水板,所述无砂水泥管埋于基础混凝土垫层当中,所述钢套管的底部插入无砂水泥管内,所述法兰位于钢套管的顶部,所述封板位于法兰的上方,所述法兰和封板上均设有至少三个螺孔,所述橡胶防水垫位于法兰和封板之间,所述法兰和封板之间通过螺栓坚固连接,所述止水板位于钢套管的外侧壁上。A sand-free cement pipe deep well dewatering wellhead rapid plugging device, which includes a sand-free cement pipe and a steel casing, and the steel casing includes a steel pipe body, a flange, a sealing plate, bolts, a rubber waterproof pad, and at least one water-stop plate. The sand-free cement pipe is buried in the foundation concrete cushion, the bottom of the steel sleeve is inserted into the sand-free cement pipe, the flange is located on the top of the steel sleeve, the sealing plate is located above the flange, and the flange There are at least three screw holes on the sealing plate and the sealing plate. The rubber waterproof pad is located between the flange and the sealing plate. The flange and the sealing plate are firmly connected by bolts. on the outer wall.
优选的,所述法兰和封板上均设有十二个螺孔。Preferably, twelve screw holes are provided on the flange and the sealing plate.
优选的,所述钢套管的外侧壁上设有两道止水板,位于钢套管中部的为上止水板,位于钢套管下部的为下止水板。Preferably, the outer wall of the steel casing is provided with two water-stopping plates, the upper water-stopping plate located in the middle of the steel casing, and the lower water-stopping plate located in the lower part of the steel casing.
优选的,所述钢套管和无砂水泥管井口之间填充聚氨酯防水密封膏。Preferably, polyurethane waterproof sealant is filled between the steel casing and the wellhead of the sandless cement pipe.
优选的,所述无砂水泥管井口与下止水板之间填充防水水泥砂浆。Preferably, waterproof cement mortar is filled between the wellhead of the sand-free cement pipe and the lower water stop plate.
优选的,所述在无砂水泥管与基础混凝土垫层的交接处用水泥砂浆做成圆弧角,在圆弧角上设有一道防水层,防水层与下止水板相接,接口处采用热熔密封。Preferably, the arc angle is made of cement mortar at the junction of the sand-free cement pipe and the foundation concrete cushion, and a waterproof layer is arranged on the arc angle, and the waterproof layer is connected with the lower water stop plate. Sealed with hot melt.
优选的,所述防水层为SBS卷材防水层。Preferably, the waterproof layer is an SBS membrane waterproof layer.
本发明的优点是:无砂水泥管内插入预先制作好的钢套管,在钢套管的外侧壁上设有至少一道止水板,在钢套管、无砂水泥管和基础混凝土垫层之间采用聚氨酯密封膏、SBS卷材等材料进行综合防水,在钢套管的内部浇筑干硬性混凝土,上部用封板、橡胶防水垫和法兰连接起来,进行一次性的快速封堵,杜绝了封井后管井内外渗水的难题。The advantages of the present invention are: a prefabricated steel casing is inserted into the sand-free cement pipe, at least one water-stop plate is arranged on the outer wall of the steel casing, and the steel casing, the sand-free cement pipe and the foundation concrete cushion Polyurethane sealant, SBS coil and other materials are used for comprehensive waterproofing in the room, and dry hard concrete is poured inside the steel casing, and the upper part is connected with a sealing plate, rubber waterproof pad and flange for one-time rapid sealing, eliminating The problem of water seepage inside and outside the tube well after sealing the well.
附图说明 Description of drawings
图1是本发明中方法的流程示意图;Fig. 1 is the schematic flow sheet of method among the present invention;
图2是本发明中装置的结构示意图。Fig. 2 is a structural schematic diagram of the device in the present invention.
图中1、无砂水泥管,2、钢套管,201、钢管体,202、法兰,203、封板,204、螺栓,205、橡胶防水垫,206、上止水板,207、下止水板,3、防水密封膏,4、防水水泥砂浆,5、SBS卷材防水层。Among the figure 1, sandless cement pipe, 2, steel casing, 201, steel pipe body, 202, flange, 203, sealing plate, 204, bolt, 205, rubber waterproof pad, 206, upper water stop plate, 207, lower Waterproof board, 3. Waterproof sealing paste, 4. Waterproof cement mortar, 5. SBS membrane waterproof layer.
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说明。The present invention will be described in further detail below in conjunction with the accompanying drawings and specific embodiments.
如图1至2所述,无砂水泥管深井降水井口快速封堵方法,整个方法的流程是管口处理——钢套管制作——钢套管预插固定——接口密封防水——基础施工——依次间隔停止降水——填芯封口,其中具体步骤为:As shown in Figures 1 to 2, the sand-free cement pipe deep well dewatering wellhead rapid plugging method, the whole process of the method is pipe mouth treatment - steel casing production - steel casing pre-inserted and fixed - interface sealing waterproof - foundation Construction - stop precipitation at intervals in sequence - fill and seal the core, the specific steps are:
步骤一、管口处理:铺设基础混凝土垫层使具有一定强度,同时使得无砂水泥管1井口高度高于基础混凝土垫层220mm,本实施例中使用的无砂水泥管1的外径为380mm,内径为320mm;Step 1, nozzle treatment: Lay the base concrete cushion to have a certain strength, and at the same time make the wellhead height of the sand-free cement pipe 1 higher than the foundation concrete cushion 220mm, the outer diameter of the sand-free cement pipe 1 used in this embodiment is 380mm , the inner diameter is 320mm;
步骤二、钢套管2制作:在坑外地面上制作圆形钢套管2,钢套管2的外径为300mm,钢套管2壁厚为6.5mm,在圆形钢套管2的外侧壁上焊接两道止水钢板,分别为上止水板206和下止水板207,上止水板206位于钢套管2的1/2高度,下止水板207位于距钢套管2下端300mm处,止水板的厚度为4mm,宽度为100mm,在钢套管2的顶部焊接一个法兰202,法兰202的厚度为10mm,宽度为70mm法兰202上设置12个螺孔,配置12根相应的螺栓204,螺孔的直径为14mm,在钢套管2的顶部设置封板203,封板203的厚度为10mm,在封板203和法兰202之间设置橡胶防水垫205,橡胶防水垫205的厚度为6mm。;
步骤三、钢套管2预插固定:在基础底板绑扎钢筋之前将钢套管2插入无砂水泥管1口内,并在下止水板207的底部焊接钢筋支撑,使下止水板207高于无砂水泥管1井口80mm;Step 3: Pre-insert and fix the steel sleeve 2: Insert the
步骤四、接口密封防水:在钢套管2和无砂水泥管1井口之间填充防水密封膏3,本实施例中的防水密封膏3采用聚氨酯防水密封膏3,待防水密封膏3干燥后,采用防水水泥砂浆4将下止水板207与无砂水泥管1井口之间的80mm填塞密封,在无砂水泥管1与基础混凝土垫层的交接处用水泥砂浆做成圆弧角,圆弧角的半径为5cm,在圆弧角上做一道SBS卷材防水层5,SBS卷材防水层5一直做到与下止水板207相接,接口处采用热熔密封;
步骤五、基础施工:绑扎基础底排钢筋,在无砂水泥管1井口处断开,周边设置加强筋,在无砂水泥管1井口四周浇筑混凝土,无砂水泥管1井口上部以井口为中心留置后浇口,在井口快速封堵后采用比四周混凝土等级高一级的膨胀混凝土补浇;
步骤六、依次间隔停止降水:停止降水应为多个无砂水泥管1降水井间隔逐步的停止降水,单井停止降水后立即取出水泵,这样可以最大效果的减少回水压力产生的不利影响,同时也可以保证封井止水的效果;Step 6. Stop the precipitation at intervals in sequence: stop the precipitation step by step for multiple sand-free cement pipe 1 precipitation wells at intervals, and take out the water pump immediately after stopping the precipitation of a single well, so that the adverse effects of the backwater pressure can be reduced to the greatest effect. At the same time, it can also ensure the effect of sealing the well and stopping water;
步骤七、填芯封口:无砂水泥管1中用细砂回填到混凝土垫层的高度,再用掺有早强剂的干硬性混凝土投入钢套管2内,振捣密实,并一直浇筑到钢套管2的顶部,随即在钢套管2顶部的法兰202上放置橡胶防水垫205,盖上封板203,用12根螺栓204将封板203固定于法兰202之上,拧紧力距为50N.m-60N.m,再用膨胀混凝土补浇于钢套管2的顶部,使得加强筋内和加强筋外相持平。Step 7. Fill the core and seal: backfill the sand-free cement pipe 1 with fine sand to the height of the concrete cushion, then put dry hard concrete mixed with early strength agent into the
施工完成后应对防水层、钢套管和无砂水泥管接合部、止水板、封板等部位进行检查并合格后方可以进行下一步的施工。After the construction is completed, the waterproof layer, the steel casing and the joint of the sand-free cement pipe, the water stop board, the sealing board and other parts should be inspected and qualified before the next step of construction can be carried out.
本发明无砂水泥管深井降水井口快速封堵方法中使用到的装置是,一种无砂水泥管深井降水井口快速封堵装置,其包括无砂水泥管1和钢套管2,钢套管包括钢管体201、法兰201、封板203、螺栓204、橡胶防水垫205和两道止水板,其中无砂水泥管1埋于基础混凝土垫层当中,钢套管2的底部插入无砂水泥管1内,在钢套管2和无砂水泥管1井口之间填充聚氨酯防水密封膏3,法兰202位于钢套管2的顶部,封板203位于法兰202的上方,在法兰202和封板203上均设有十二个螺孔,法兰202和封板203之间设有橡胶防水垫205,法兰202和封板203之间通过螺栓204坚固连接,止水板位于钢套管2的外侧壁上,止水板的道数可以根据钢套管的高度来确定,本实施例中为两道止水板,其中位于钢套管2中部的为上止水板206,位于钢套管2下部的为下止水板207,无砂水泥管1井口与下止水板207之间填充防水水泥砂浆4,在无砂水泥管1与基础混凝土垫层的交接处用水泥砂浆做成圆弧角,在圆弧角上设有一道SBS卷材防水层5,SBS卷材防水层5与下止水板207相接,接口处采用热熔密封。The device used in the sand-free cement pipe deep well dewatering wellhead rapid plugging method of the present invention is a sand-free cement pipe deep well dewatering wellhead rapid plugging device, which includes a sand-free cement pipe 1 and a
以上所述仅是本发明的优选实施方式,应当指出,对于本领域普通技术人员来说,在不脱离本发明创造构思的前提下,还可以做出若干相似的变形和改进,这些也应视为本发明的保护范围之内。The above description is only a preferred embodiment of the present invention. It should be pointed out that those skilled in the art can also make some similar deformations and improvements without departing from the creative concept of the present invention. Within the protection scope of the present invention.
Claims (10)
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| CN201110174983.7A CN102839691B (en) | 2011-06-22 | 2011-06-22 | Quick sealing method and device for sandless cement pipe deep well dewatering wellhead |
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| CN103362145A (en) * | 2013-08-02 | 2013-10-23 | 江苏正方园建设集团有限公司 | Steel sleeve for basement tube well plugging |
| CN103898920A (en) * | 2012-12-27 | 2014-07-02 | 上海建工七建集团有限公司 | Foundation pit dewatering and drainage method |
| CN104563144A (en) * | 2014-12-04 | 2015-04-29 | 成都迅德科技有限公司 | Plugging structure |
| WO2018214143A1 (en) * | 2017-05-26 | 2018-11-29 | 南通八建集团有限公司 | Construction method for plugging dewatering well having penetrating bottom plate in foundation pit |
| CN110374125A (en) * | 2019-07-30 | 2019-10-25 | 中铁九局集团第七工程有限公司 | Metro Deep Excavation side wall interlayer method for treating water |
| CN111119249A (en) * | 2020-01-10 | 2020-05-08 | 中国建筑第八工程局有限公司 | Tower crane pre-embedded section waterproofing device through bottom plate and construction method thereof |
| CN111441374A (en) * | 2020-01-14 | 2020-07-24 | 中建六局建设发展有限公司 | Quick plugging construction method for high-water-pressure deep foundation pit dewatering well |
| CN116537238A (en) * | 2023-07-04 | 2023-08-04 | 北京建工集团有限责任公司 | Plugging method for dry well under water-carrying operation environment |
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| WO2018214143A1 (en) * | 2017-05-26 | 2018-11-29 | 南通八建集团有限公司 | Construction method for plugging dewatering well having penetrating bottom plate in foundation pit |
| CN110374125A (en) * | 2019-07-30 | 2019-10-25 | 中铁九局集团第七工程有限公司 | Metro Deep Excavation side wall interlayer method for treating water |
| CN111119249A (en) * | 2020-01-10 | 2020-05-08 | 中国建筑第八工程局有限公司 | Tower crane pre-embedded section waterproofing device through bottom plate and construction method thereof |
| CN111441374A (en) * | 2020-01-14 | 2020-07-24 | 中建六局建设发展有限公司 | Quick plugging construction method for high-water-pressure deep foundation pit dewatering well |
| CN116537238A (en) * | 2023-07-04 | 2023-08-04 | 北京建工集团有限责任公司 | Plugging method for dry well under water-carrying operation environment |
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