CN201026643Y - Equipment for Prefabricating Concrete Seepage-proof U-shaped Groove Using Permeable Form Liner - Google Patents
Equipment for Prefabricating Concrete Seepage-proof U-shaped Groove Using Permeable Form Liner Download PDFInfo
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- CN201026643Y CN201026643Y CNU2007200365167U CN200720036516U CN201026643Y CN 201026643 Y CN201026643 Y CN 201026643Y CN U2007200365167 U CNU2007200365167 U CN U2007200365167U CN 200720036516 U CN200720036516 U CN 200720036516U CN 201026643 Y CN201026643 Y CN 201026643Y
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- 239000004567 concrete Substances 0.000 title claims abstract description 56
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 31
- 238000009415 formwork Methods 0.000 claims abstract description 12
- 239000004746 geotextile Substances 0.000 claims abstract description 7
- 238000005086 pumping Methods 0.000 claims abstract description 7
- 239000000203 mixture Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims 1
- 229910000831 Steel Inorganic materials 0.000 abstract description 15
- 239000010959 steel Substances 0.000 abstract description 15
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 238000009417 prefabrication Methods 0.000 abstract description 4
- 239000002131 composite material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 10
- 230000018044 dehydration Effects 0.000 description 6
- 238000006297 dehydration reaction Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 4
- 230000002262 irrigation Effects 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 239000002440 industrial waste Substances 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
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Abstract
利用透水模板衬垫预制混凝土防渗U型槽的设备:弹簧支架上设置有外模,外模上设有振动器,外模内放置有内模;其特征在于,在外模的内壁上设有透水模板衬垫,同时该外模上设有抽水孔,所述的抽水孔通过抽水管与抽水机连接。优化方案的透水模板衬垫采用土工布和土工格栅复合而成;或由纱布复合多孔板材构成。振动器可采用附着振动器;抽水管上可设有阀门;抽水机可采用混凝土真空吸水机。本实用新型可提高混凝土U型防渗槽密实性、强度和抗渗性,提高成品质量;还可降低成本;浇筑后可立即脱除U型槽钢外模和透水模板衬垫,钢外模和透水模板衬垫重复使用率提高,预制生产效率提高。
The equipment for prefabricating concrete anti-seepage U-shaped grooves with permeable formwork pads: an outer mold is arranged on the spring support, a vibrator is arranged on the outer mold, and an inner mold is placed inside the outer mold; it is characterized in that the inner wall of the outer mold is provided with The water-permeable template liner is provided with a water pumping hole on the outer mold at the same time, and the water pumping hole is connected with a water pump through a water pipe. The permeable formwork liner of the optimized scheme is composed of geotextile and geogrid; or composed of gauze composite porous plate. The vibrator can be an attached vibrator; the suction pipe can be provided with a valve; the water pump can be a concrete vacuum suction machine. The utility model can improve the compactness, strength and impermeability of the concrete U-shaped anti-seepage groove, improve the quality of the finished product, and can also reduce the cost; the U-shaped channel steel outer mold and the permeable template liner can be removed immediately after pouring, and the steel outer mold can be removed immediately. The reuse rate of the permeable formwork liner is improved, and the prefabrication production efficiency is improved.
Description
技术领域 technical field
本实用新型涉及一种利用透水模板衬垫预制混凝土防渗U型槽的方法,以及这种生产方法所使用的设备。The utility model relates to a method for prefabricating a concrete anti-seepage U-shaped groove by using a permeable template liner, and equipment used in the production method.
背景技术 Background technique
目前国内的农田灌溉渠用的混凝土防渗U型槽由于受到设计、生产工艺、材料成本等多方面因素的影响,成品节长大多数只能做到50cm。混凝土防渗U型槽的节长愈短,现场施工拼装接缝就愈多,输水时渗漏也愈多,这是当前混凝土防渗U型槽存在的明显缺点。同时,由于农田水利基本建设的量大面广,而投资相对较少,混凝土防渗U型槽的利润较低,造成产品的质量不高,难于推广。At present, the concrete anti-seepage U-shaped grooves used in domestic farmland irrigation canals are affected by many factors such as design, production technology, and material costs. Most of the finished product section lengths can only be 50cm. The shorter the joint length of the concrete anti-seepage U-shaped groove, the more joints will be assembled on site, and the more leakage will occur during water delivery. This is an obvious shortcoming of the current concrete anti-seepage U-shaped groove. At the same time, due to the large amount of farmland water conservancy infrastructure construction and the relatively small investment, the profit of the concrete anti-seepage U-shaped groove is low, resulting in low quality products and difficult promotion.
发明内容 Contents of the invention
针对现有技术存在的上述不足,本实用新型的目的是提供一种制作混凝土U型防渗槽的新工艺方法:利用透水模板衬垫预制混凝土防渗U型槽的方法。新工艺采用土工合成材料制作透水模板衬垫,应用于混凝土U型防渗槽预制的真空脱水生产工艺,可提高混凝土U型防渗槽预制生产效率,降低生产成本,并提高产品质量,有效增加成品节长,提高水渠排灌效益。同时新工艺的应用,使混凝土U型防渗槽采用大掺量工业废渣成为可能,在满足混凝土强度和耐久性的前提下,可降低原材料成本,同时有利于环境保护。In view of the above-mentioned deficiencies in the prior art, the purpose of this utility model is to provide a new process for making concrete U-shaped anti-seepage grooves: a method for prefabricating concrete anti-seepage U-shaped grooves by using permeable formwork liners. The new process uses geosynthetic materials to make permeable formwork liners, which are applied to the vacuum dehydration production process of concrete U-shaped anti-seepage tank prefabrication, which can improve the production efficiency of concrete U-shaped anti-seepage tank prefabrication, reduce production costs, and improve product quality. The length of the finished product can improve the drainage and irrigation efficiency of the canal. At the same time, the application of the new technology makes it possible to use a large amount of industrial waste slag in the concrete U-shaped anti-seepage tank. On the premise of satisfying the strength and durability of the concrete, it can reduce the cost of raw materials and is conducive to environmental protection.
完成上述实用新型任务的方案是,利用透水模板衬垫预制混凝土防渗U型槽的方法,步骤如下:The scheme for accomplishing the above-mentioned utility model task is to utilize the permeable form liner to prefabricate the method of the concrete anti-seepage U-shaped groove, and the steps are as follows:
钢模内放置透水模板衬垫;The permeable formwork liner is placed in the steel formwork;
浇注混凝土拌合物;Pouring concrete mixes;
振动密实混凝土;vibration compacted concrete;
开动抽水机进行真空脱水,同时混凝土振动成型;Start the water pump for vacuum dehydration, and at the same time, the concrete is vibrated and formed;
起吊脱除U型槽钢外模;Lift and remove the U-shaped channel steel outer mold;
揭除透水模板衬垫;Remove the permeable form liner;
混凝土养护;Concrete maintenance;
脱除U型槽钢内模,得到混凝土U型防渗槽成品。The U-shaped channel steel inner mold is removed to obtain the finished concrete U-shaped anti-seepage tank.
换言之,本实用新型的工艺方法与传统的工艺相比,增加了以下步骤:In other words, compared with the traditional technology, the process method of the present utility model has increased the following steps:
钢模内放置透水模板衬垫;振动密实混凝土的同时真空脱水;揭除透水模板衬垫。Place the permeable form liner in the steel form; vacuum dehydrate while vibrating and compacting the concrete; remove the permeable form liner.
所述的透水模板衬垫为一层透水阻隔层,可以在真空压力作用下可透水,但又阻挡水泥颗粒和砂石颗粒渗透,其作用是在土工布和钢模之间形成均匀空腔和通道,为真空脱水步骤提供保障,使混凝土中的水被均匀抽取排出,同时挡住混凝土不外流,该透水模板衬垫采用土工布和土工格栅复合而成,或由纱布复合多孔板材构成。The permeable template liner is a layer of permeable barrier layer, which can be permeable under the vacuum pressure, but also prevents the penetration of cement particles and sand particles, and its function is to form a uniform cavity and space between the geotextile and the steel mold. The channel provides guarantee for the vacuum dehydration step, so that the water in the concrete is evenly extracted and discharged, and at the same time blocks the concrete from flowing out. The permeable formwork liner is made of geotextile and geogrid composite, or composed of gauze composite porous plate.
传统技术为满足混凝土拌和要求必须足够的用水量,而混凝土水化凝固只需很低的用水量,多余的水量在混凝土中挥发后形成空隙,降低混凝土强度和混凝土性能。本实用新型真空脱水的目的是将混凝土配料中多余的用水量抽除。Traditional technology requires sufficient water consumption to meet the requirements of concrete mixing, but concrete hydration and solidification only requires a very low water consumption, and the excess water evaporates in the concrete to form voids, reducing the strength and performance of concrete. The purpose of the vacuum dehydration of the utility model is to extract excess water in the concrete batching.
上述利用透水模板衬垫预制混凝土防渗U型槽的方法所使用的设备是:在弹簧支架上设置有外模,外模上设有振动器,外模内放置有内模;其特征在于,在外模的内壁上设有透水模板衬垫,同时该外模上设有抽水孔,所述的抽水孔通过抽水管与抽水机连接。The above-mentioned equipment used in the method of utilizing the permeable template liner to prefabricate the concrete anti-seepage U-shaped groove is: an outer mold is arranged on the spring support, a vibrator is arranged on the outer mold, and an inner mold is placed in the outer mold; it is characterized in that, The inner wall of the outer mold is provided with a water-permeable template liner, and the outer mold is provided with a water pumping hole, and the water pumping hole is connected with a water pump through a water pipe.
所述的透水模板衬垫可以采用土工布,也可以采用土工布和土工格栅复合而成,还可以由纱布或多孔板材等构成;The permeable template liner can be made of geotextile, or composited by geotextile and geogrid, and can also be composed of gauze or porous plate;
所述的振动器可采用附着振动器;The vibrator can be an attached vibrator;
所述的抽水管上可以设有阀门;The water pumping pipe may be provided with a valve;
所述的抽水机可采用混凝土真空吸水机。Described water pump can adopt concrete vacuum suction machine.
混凝土中拌合水被均匀抽除,通过附着振动,一方面可提高混凝土密实性,提高混凝土强度和抗渗性,提高混凝土U型防渗槽成品质量,通过混凝土配合比优化,还可降低混凝土原材料成本;另一方面,混凝土中拌合水被均匀抽除,混凝土可塑性降低,具有一定固结强度,可以立即脱除U型槽钢外模和透水模板衬垫,U型槽钢外模和透水模板衬垫重复使用率提高,混凝土U型防渗槽预制生产效率提高。The mixing water in the concrete is evenly pumped out. Through the attached vibration, on the one hand, the compactness of the concrete can be improved, the strength and impermeability of the concrete can be improved, and the quality of the finished concrete U-shaped anti-seepage tank can be improved. Through the optimization of the concrete mix ratio, the concrete can also be reduced Raw material cost; on the other hand, the mixing water in the concrete is evenly pumped out, the plasticity of the concrete is reduced, and it has a certain consolidation strength. The reuse rate of the permeable formwork liner is improved, and the prefabrication production efficiency of the concrete U-shaped anti-seepage tank is improved.
真空脱水对混凝土抗压强度的影响如下:The effect of vacuum dehydration on the compressive strength of concrete is as follows:
附图说明 Description of drawings
图1为本实用新型设备结构示意图。Fig. 1 is the structural schematic diagram of the utility model equipment.
具体实施方式 Detailed ways
实施例1,利用透水模板衬垫预制混凝土防渗U型槽的方法及其设备,见图1:在弹簧支架1上设置有钢外模2,外模2内设置有钢内模3,两模间为混凝土U型槽10。在钢外模2外设有附着振动器4,在钢外模的内壁上附有一层透水模板衬垫5,透水模板衬垫5采用土工布和土工格栅复合而成。钢外模的壁上设有设有抽水孔6,该抽水孔通过水管7和阀门8与真空抽水机9连接。制备步骤如下:在钢模内浇注混凝土拌合物;振动密实混凝土;开动抽水机进行真空脱水,同时混凝土振动成型;起吊脱除U型槽钢外模;揭除透水模板衬垫;混凝土养护;脱除U型槽钢内模,得到混凝土U型防渗槽成品。Embodiment 1, the method and its equipment for prefabricating concrete anti-seepage U-shaped grooves using permeable formwork pads, see Figure 1: a steel
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200365167U CN201026643Y (en) | 2007-04-03 | 2007-04-03 | Equipment for Prefabricating Concrete Seepage-proof U-shaped Groove Using Permeable Form Liner |
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| CNU2007200365167U CN201026643Y (en) | 2007-04-03 | 2007-04-03 | Equipment for Prefabricating Concrete Seepage-proof U-shaped Groove Using Permeable Form Liner |
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| CN201026643Y true CN201026643Y (en) | 2008-02-27 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101037003B (en) * | 2007-04-03 | 2010-11-24 | 水利部交通部电力工业部南京水利科学研究院 | Method and equipment for prefabricating concrete anti-seepage U-shaped groove by using permeable template liner |
| CN109209433A (en) * | 2018-10-31 | 2019-01-15 | 上海隧道工程有限公司 | The built-in process of section of jurisdiction gasket |
-
2007
- 2007-04-03 CN CNU2007200365167U patent/CN201026643Y/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101037003B (en) * | 2007-04-03 | 2010-11-24 | 水利部交通部电力工业部南京水利科学研究院 | Method and equipment for prefabricating concrete anti-seepage U-shaped groove by using permeable template liner |
| CN109209433A (en) * | 2018-10-31 | 2019-01-15 | 上海隧道工程有限公司 | The built-in process of section of jurisdiction gasket |
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| C14 | Grant of patent or utility model | ||
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| AV01 | Patent right actively abandoned |
Granted publication date: 20080227 Effective date of abandoning: 20070403 |