CN103242009B - A kind of abutment infiltration material non-fine concrete block and manufacture craft thereof - Google Patents
A kind of abutment infiltration material non-fine concrete block and manufacture craft thereof Download PDFInfo
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Abstract
本发明公开了一种桥台渗水料无砂混凝土块,其特征在于由水泥、水、石子按以下重量组分配比混合制成:水泥为1份,水为0.32~0.33份,石子为5.33~5.55份。其制作工艺包括以下步骤:将水泥、水和石子用强制型搅拌机搅拌均匀;注入标准模板;在模板中按照振捣、成型和养护的顺序进行加工;拆模。该发明具有以下优点:是一种很好的透水性材料,能有效解决传统桥台施工渗透水无法排出的问题;容重比较小,为运输和施工提供了方便。旧的无砂混凝土块破碎后,又是很好的粗骨料,可以重复再利用。The invention discloses a sandless concrete block for a bridge abutment seepage material, which is characterized in that it is made by mixing cement, water and stones according to the following weight composition ratio: 1 part of cement, 0.32-0.33 parts of water, and 5.33-0.33 parts of stones 5.55 servings. Its manufacturing process includes the following steps: mixing cement, water and stones evenly with a forced mixer; pouring into a standard template; processing in the template in the order of vibration, molding and maintenance; demoulding. The invention has the following advantages: it is a very good water-permeable material, which can effectively solve the problem that seepage water cannot be discharged in traditional abutment construction; the bulk density is relatively small, which provides convenience for transportation and construction. After the old sandless concrete blocks are broken, they are good coarse aggregates and can be reused.
Description
技术领域 technical field
本发明涉及一种建筑构件及其制作工艺,特别是在桥台施工中的填筑渗水料及其制作工艺。 The invention relates to a building component and its manufacturing process, in particular to a filling seepage material and its manufacturing process in abutment construction.
背景技术 Background technique
在桥台施工中,桥台的背部根据规范要求须填筑渗水料,以防止桥台背部的底面积水,传统的填筑渗水料通常为+3%水泥的级配碎石,这种传统填筑渗水料存在渗透水无法排出的问题,且对于路基渗水的导向不固定导致桥台过渡段边坡冲刷严重,时间久了对桥台过渡段的稳定性有较大的影响,对工程质量及经济效益造成一定的影响。 During the construction of the abutment, the back of the abutment must be filled with water seepage material according to the specification requirements to prevent the bottom of the abutment back from accumulating water. The traditional filling water seepage material is usually graded gravel with +3% cement. This traditional Filling seepage material has the problem that seepage water cannot be discharged, and the guide for subgrade seepage is not fixed, resulting in serious slope erosion in the transition section of the bridge abutment, which has a great impact on the stability of the transition section of the bridge abutment after a long time, and has a great impact on the quality of the project. And economic benefits have a certain impact.
发明内容 Contents of the invention
本发明提供了一种成本较低、制作方便、透水性好且具有一定抗压强度的桥台渗水料无砂混凝土块及其制作工艺。 The invention provides a bridge abutment seepage material sandless concrete block with low cost, convenient manufacture, good water permeability and certain compressive strength and a manufacturing process thereof.
为实现上述目的,本发明的技术方案为: To achieve the above object, the technical solution of the present invention is:
一种桥台渗水料无砂混凝土块,其特征在于由水泥、水、石子按以下重量组分配比混合制成: A sandless concrete block for a bridge abutment water seepage material is characterized in that it is made by mixing cement, water and stones according to the following weight composition ratio:
水泥为1份,水为0.33份,石子为5.44份; 1 part of cement, 0.33 parts of water, and 5.44 parts of gravel;
它的制作工艺包括以下步骤: Its manufacturing process includes the following steps:
(1)将水泥、水和石子用强制型搅拌机搅拌均匀; (1) Stir the cement, water and stones evenly with a forced mixer;
(2)注入标准模板; (2) Inject the standard template;
(3)在模板中按照振捣、成型和养护的顺序进行加工; (3) Process in the template in the order of vibration, forming and maintenance;
(4)拆模; (4) demoulding;
它的安装方法包括以下步骤: Its installation method includes the following steps:
(1)在桥台背部涂上已经配置好的防水涂料; (1) Coat the prepared waterproof paint on the back of the abutment;
(2)在桥台与基础连接出埋设一根无砂混凝土盲管; (2) A sand-free concrete blind pipe is buried at the connection between the abutment and the foundation;
(3)在桥台两侧用两根相同型号的无砂混凝土盲管与桥台背部的相连接,将水引出路基本体部位防止冲刷; (3) Connect two sandless concrete blind pipes of the same type to the back of the abutment on both sides of the abutment to guide water out of the basic body of the road to prevent erosion;
(4)底部埋设的无砂混凝土盲管用混凝土砌筑一道20*30cm的小挡土墙,将无砂混凝土盲管与级配碎石隔开,无砂混凝土块砌筑在盲管上面; (4) A small retaining wall of 20*30cm is built with concrete for the sand-free concrete blind pipe buried at the bottom to separate the sand-free concrete dead pipe from graded gravel, and sand-free concrete blocks are built on the blind pipe;
(5)无砂混凝土块堆砌采用梅花丁的方法堆砌。 (5) Sand-free concrete blocks shall be piled up by plum blossom method.
所述的石子粒径为9.5~26.5mm。 The particle size of the stones is 9.5-26.5mm.
所述制作工艺中步骤(3)的振捣时间为10分钟。 The vibration time of step (3) in the manufacturing process is 10 minutes.
所述制作工艺中步骤(3)的成型时间为1天。 The molding time of step (3) in the manufacturing process is 1 day.
所述制作工艺中步骤(3)的养护周期为7天。 The curing cycle of step (3) in the manufacturing process is 7 days.
制成的无砂混凝土块具有以下优点: The manufactured sand-free concrete blocks have the following advantages:
(1)该无砂混凝土块是粗骨料颗粒的聚集体,每个粗骨料颗粒都被大约1.0mm厚的水泥浆薄层所包裹。因此,在无砂混凝土块内部存在大量的孔隙,孔隙大小与粗骨料的粒径大致相等,水可以在孔隙中流动,所以无砂混凝土块是一种很好的透水性材料,能有效解决传统桥台施工渗透水无法排出的问题,在投入使用后经济效益和工程质量有了显著的提高。 (1) The sandless concrete block is an aggregate of coarse aggregate particles, and each coarse aggregate particle is wrapped by a thin layer of cement slurry about 1.0mm thick. Therefore, there are a lot of pores inside the sand-free concrete block, and the size of the pores is roughly equal to the particle size of the coarse aggregate, and water can flow in the pores, so the sand-free concrete block is a good water-permeable material, which can effectively solve the problem of The problem that seepage water cannot be discharged in traditional abutment construction has been significantly improved in economic benefits and engineering quality after it is put into use.
(2)无砂混凝土块由于没有细骨料,所以骨料的总表面积要比普通混凝土小很多,用于包裹骨料的水泥用量也随之下降,因此无砂混凝土块的容重比较小,为运输和施工提供了方便。 (2) Since there is no fine aggregate in the sand-free concrete block, the total surface area of the aggregate is much smaller than that of ordinary concrete, and the amount of cement used to wrap the aggregate also decreases accordingly, so the bulk density of the sand-free concrete block is relatively small, as Transportation and construction provide convenience.
(3)由于水泥用量低也无细骨料,无砂混凝土块本身成本就比较低。另外无砂混凝土块的粗骨料可以采用碎石、陶粒,也可以用炉渣等工业废料,甚至强度较高的建筑垃圾,如砖块、碎混凝土块等,而旧的无砂混凝土块破碎后,又是很好的粗骨料,这样无砂混凝土块的成本就大大的降低了,而且地方材料的利用、陈旧建筑物拆除后的垃圾处理问题都可以得到圆满的解决。 (3) Since the amount of cement is low and there is no fine aggregate, the cost of the sand-free concrete block itself is relatively low. In addition, the coarse aggregate of sand-free concrete blocks can be crushed stone, ceramsite, or industrial waste such as slag, or even high-strength construction waste, such as bricks, broken concrete blocks, etc., while the old sand-free concrete blocks are broken Finally, it is a very good coarse aggregate, so that the cost of sand-free concrete blocks is greatly reduced, and the utilization of local materials and the waste disposal problems after demolition of old buildings can be satisfactorily solved.
该无砂混凝土块可在各种工程中得到广泛的应用: This sand-free concrete block can be widely used in various projects:
(1)由于无砂混凝土块具有很大的孔隙率和很强的透水性,可以设置在桥台背后,与挡土墙结合形成组合挡土墙,便于桥台背部渗水,无砂混凝土块作为挡土墙墙身的一部分,与土工布结合后又起到防止回填土方流失的作用。在施工中用成本较低的无砂混凝土块来代替高成本的卵石反滤层可以大大减小施工成本,而且这种挡土墙不需增加其他排水设施,从而节省了投资。 (1) Since the sandless concrete block has a large porosity and strong water permeability, it can be installed behind the abutment and combined with the retaining wall to form a composite retaining wall, which is convenient for water seepage at the back of the abutment. The sandless concrete block is used as A part of the wall body of the retaining wall is combined with the geotextile to prevent the loss of backfill earth. Using low-cost sand-free concrete blocks to replace high-cost pebble filter layers in construction can greatly reduce construction costs, and this kind of retaining wall does not need to increase other drainage facilities, thereby saving investment.
(2)由于无砂混凝土块具有较高的强度和透水性,工程中施工水沟的时候,在水沟两侧堆砌一道无砂混凝土块,在挡住冲刷土的同时提高了水沟的排水能力。 (2) Due to the high strength and water permeability of sand-free concrete blocks, when constructing the ditch in the project, a sand-free concrete block is piled on both sides of the ditch, which improves the drainage capacity of the ditch while blocking the scoured soil .
(3)由于较好的强度和透水性,无砂混凝土块可以被广泛的应用与市政工程中,停车场的地坪、人行道以及一些排水管道出水口都可以用到无砂混凝土块。 (3) Due to its good strength and water permeability, sand-free concrete blocks can be widely used in municipal engineering. Sand-free concrete blocks can be used for parking lot floors, sidewalks, and some drainage pipe outlets.
具体实施方式 detailed description
按以下配方进行配料: Make the ingredients according to the following recipe:
水泥310kg/m3,水102kg/m3,石子1685kg/m3。 Cement 310kg/m 3 , water 102kg/m 3 , gravel 1685kg/m 3 .
其中,碎石的粒径为9.5~26.5mm。 Among them, the particle size of crushed stone is 9.5-26.5mm.
制作工艺为: The production process is:
(1)将水泥、水和石子采用60L强制型搅拌机搅拌,每盘按25L进行搅拌均匀; (1) Mix cement, water and stones with a 60L forced mixer, and stir evenly with 25L per plate;
(2)注入标准模板; (2) Inject the standard template;
(3)在模板中按照振捣、成型和养护的顺序进行加工: (3) Process in the template in the order of vibration, forming and maintenance:
在混凝土注入模板后放入振动台振捣10分钟;在成型后一天进行洒水养护,养护周期为7天; After the concrete is poured into the formwork, put it into the vibrating table and vibrate for 10 minutes; carry out watering maintenance one day after forming, and the maintenance period is 7 days;
(4)拆模。 (4) Remove the formwork.
制成尺寸为25*30*15cm的无砂混凝土块,其28d抗压强度为23.8Mpa。 A sand-free concrete block with a size of 25*30*15cm is made, and its 28d compressive strength is 23.8Mpa.
安装该无砂混凝土块前的准备工作: Preparations before installing the sand-free concrete block:
(1)将桥台所需要的无砂混凝土块按设计量运到桥台边上。 (1) Transport the sand-free concrete blocks required for the abutment to the edge of the abutment according to the designed amount.
(2)对桥台与基础连接处进行清理。 (2) Clean up the connection between the abutment and the foundation.
(3)在桥台背部涂上已经配置好的防水涂料。 (3) Coat the prepared waterproof paint on the back of the abutment.
(4)在桥台与基础连接出埋设一根无砂混凝土盲管。 (4) A sand-free concrete blind pipe is buried at the connection between the abutment and the foundation.
(5)在桥台两侧用两根相同型号的无砂混凝土盲管与桥台背部的相连接,将水引出路基本体部位防止冲刷。 (5) Connect two sandless concrete blind pipes of the same type to the back of the abutment on both sides of the abutment to guide water out of the basic body of the road to prevent erosion.
无砂混凝土块的安装工作: Installation work of sand-free concrete blocks:
(1)底部埋设的无砂混凝土盲管用混凝土砌筑一道20*30cm的小挡土墙,将无砂混凝土盲管与级配碎石隔开,无砂混凝土块砌筑在盲管上面。 (1) A small retaining wall of 20*30cm is used for the sand-free concrete blind pipe buried at the bottom to separate the sand-free concrete dead pipe from graded gravel, and sand-free concrete blocks are built on the blind pipe.
(2)无砂混凝土块堆砌采用梅花丁的方法堆砌,堆砌过程中不得出现较大的缝隙和拼缝。 (2) Sand-free concrete blocks shall be piled up by the plum blossom method, and large gaps and joints shall not appear during the stacking process.
安装完成后,无砂混凝土块与挡土墙形成组合式挡土墙,利用无砂混凝土块具有很大孔隙率和很强透水性的特点,水沿着无砂混凝土块流出并进入无砂混凝土盲管,从而将水导出,有效解决了挡土墙背部的积水问题,从而减小墙后的水平压力。 After the installation is completed, the sand-free concrete block and the retaining wall form a combined retaining wall. Using the sand-free concrete block has the characteristics of large porosity and strong water permeability, water flows out along the sand-free concrete block and enters the sand-free concrete The blind pipe leads the water out, which effectively solves the problem of water accumulation at the back of the retaining wall, thereby reducing the horizontal pressure behind the wall.
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727271B (en) * | 2015-02-28 | 2016-08-17 | 南昌大学 | A kind of complex ecological leads the preparation method oozing filtration material |
| CN106082859A (en) * | 2016-06-16 | 2016-11-09 | 国家电网公司 | A kind of assembly concrete drainage block and preparation method thereof |
| CN108546052A (en) * | 2018-07-13 | 2018-09-18 | 南昌辉蝶混凝土有限公司 | A kind of Sand-free permeable concrete |
| CN111763045A (en) * | 2020-05-18 | 2020-10-13 | 宁夏乐丰资源科技有限公司 | Slag pervious concrete and preparation and use methods thereof |
| CN112358260A (en) * | 2020-11-30 | 2021-02-12 | 中交路桥建设有限公司 | Sand-free concrete brick and preparation method thereof |
| CN112324494A (en) * | 2020-11-30 | 2021-02-05 | 中交路桥建设有限公司 | Drainage reinforcing system for railway tunnel |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001106560A (en) * | 1999-10-06 | 2001-04-17 | Sumitomo Osaka Cement Co Ltd | Lightweight concrete and its manufacturing method |
| CN101007723A (en) * | 2007-02-09 | 2007-08-01 | 钱卫胜 | Concrete water-permeable brick using steel slag as aggregate |
| CN101190833A (en) * | 2006-11-28 | 2008-06-04 | 上海恒方防腐工程有限公司 | Water permeable concrete and manufacturing method thereof |
| CN102787557A (en) * | 2012-09-02 | 2012-11-21 | 中铁二院工程集团有限责任公司 | Drainage structure of high-speed railway bridge road connector |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202214733U (en) * | 2011-07-20 | 2012-05-09 | 上海嘉洁环保工程有限公司 | Whole-pouring cement permeable concrete ecological slope protection |
-
2013
- 2013-06-03 CN CN201310215657.5A patent/CN103242009B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001106560A (en) * | 1999-10-06 | 2001-04-17 | Sumitomo Osaka Cement Co Ltd | Lightweight concrete and its manufacturing method |
| CN101190833A (en) * | 2006-11-28 | 2008-06-04 | 上海恒方防腐工程有限公司 | Water permeable concrete and manufacturing method thereof |
| CN101007723A (en) * | 2007-02-09 | 2007-08-01 | 钱卫胜 | Concrete water-permeable brick using steel slag as aggregate |
| CN102787557A (en) * | 2012-09-02 | 2012-11-21 | 中铁二院工程集团有限责任公司 | Drainage structure of high-speed railway bridge road connector |
Non-Patent Citations (2)
| Title |
|---|
| 桥涵台后沉降病害防治技术研究;岳鹏飞;《中国优秀硕士学位论文全文数据库工程科技Ⅱ辑》;20031215;第43-44页 * |
| 透水混凝土制备工艺研究;张朝辉等;《新型建筑材料》;20080930(第9期);第1-4页 * |
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Application publication date: 20130814 Assignee: THE CIVIL CONSTRUCTION ENGINEERING CO., LTD. OF CRECSH Group Assignor: SHANGHAI CIVIL ENGINEERING Co.,Ltd. OF CREC Contract record no.: X2025980022648 Denomination of invention: A water leakage prevention material for a bridge abutment, non-sandy concrete blocks and their manufacturing process Granted publication date: 20160224 License type: Common License Record date: 20250916 |