CN101121283B - Production method of stirring-soil for treating soft territory - Google Patents

Production method of stirring-soil for treating soft territory Download PDF

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CN101121283B
CN101121283B CN 200610047414 CN200610047414A CN101121283B CN 101121283 B CN101121283 B CN 101121283B CN 200610047414 CN200610047414 CN 200610047414 CN 200610047414 A CN200610047414 A CN 200610047414A CN 101121283 B CN101121283 B CN 101121283B
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soil
storage tank
storage
site
material
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CN 200610047414
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CN101121283A (en
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李永浩
申向均
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沈阳大承道路工程有限公司
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Abstract

The present invention relates to a production system of mixed earth for treating soft and weak land consisting of loess, Mgo, feldspar, calcium chloride, sodium chloride, cobalt chloride, silicic acid, sodium sulfate, soil from the filling site, transparent waterproof liquid and water; the present invention shortens the preservation time of concreted process of the on-site soil and at the same time adjusts the materials at random to let the water infiltrate as much as possible. The materials stored in the storage groove such as loess, Mgo, feldspar, calcium chloride, sodium chloride, cobalt chloride, silicic acid, sodium sulfate, soil from the filling site, etc. are delivered to a muller by a measurement hopper and a conveyer belt. The crushed materials is input into a mixer for combination after the materials being crushed into grains of sand size and the mixed earth mixed by the mixer is stored in the on-site storage box; the mixed earth is mixed with the on-site transparent waterproof liquid and the water and then the construction is implemented to make the soft and weak land into a hard concrete one with excellent waterproof effect.

Description

一种软弱地盘处理用搅拌土的生产方法 The method of producing a kind of weakness site treated with stirring Soil

技术领域 FIELD

[0001] 本发明是关于软弱地盘处理用搅拌土的生产方法,具体来说就是将在储藏槽中各自保管的黄土、MgO、长石、氯化钙、氯化钠、氯化钴、硅酸、硫酸钠、填地现场土壤等材料通过计量料斗和传送带供给粉碎机,在粉碎机中粉碎成沙子大小后将粉碎材料送入搅拌机混合,将搅拌机混合好的搅拌土储藏于现场的储藏箱中,然后将其与现场的透明性防水液和水混合后进行施工,将软弱地盘打设成坚硬混凝土的同时还具有良好的防水效果。 [0001] The present invention relates to a method for producing weak site treatment of the soil with stirring, specifically, in the storage tank to the respective storage loess, MgO, feldspar, calcium chloride, sodium chloride, cobalt chloride, acid , sodium sulfate, landfill site soil and other materials supplied by the metering hopper and the conveyor belt grinder, pulverizer into the sand in the size of pulverized material into the mixer after mixing, the stirrer stirred the mixed soil of the field stored in a storage tank , then the construction after mixing with liquid water and water transparency site, the site will be weak play set into a hard concrete while also having good waterproof effect.

背景技术 Background technique

[0002] —般来说,在人们的居住环境或生活环境中存在着许多种类的地形,其中虽然也有自然造成的软弱地盘但大部分都是在任意填埋垃圾或各种废弃物的过程中形成的比一般地盘软弱的地盘。 [0002] - In general, there are many types of terrain in people's living environment or living environment, although there are weaknesses which process natural sites, but most of them are caused by landfill or in any of a variety of waste weak sites than the general site formation.

[0003] 再加上在填埋生活垃圾及产业废弃物时没有对填埋地的地盘进行任何施工处理, 因此生活垃圾和各种产业废弃物中生成的浸出水就会污染土壤,更进一步地还会污染填埋地的地下水并破坏自然环境。 [0003] coupled with no landfill site in landfill garbage and industrial waste any construction process, so the garbage and all kinds of industrial waste generated in leaching water will contaminate soil, further landfill will pollute groundwater and destruction of the natural environment.

[0004] 以前在填埋生活垃圾及产业废弃物时没有对填埋地的土壤(表土)做任何处理任意地土真埋或是用vinyl seat lining工法(poli ethylene seat lining)禾口erath lining 工法(低粘度、膨润土)处理填埋地,但是这些工法在治水防止施工中产生了各种问题而且需要过多的设施经费。 [0004] Previously, when landfill garbage and industrial wastes no soil on the landfill of (topsoil) do anything with any of the land or real buried with vinyl seat lining construction method (poli ethylene seat lining) of Hekou erath lining construction method (low viscosity, bentonite) processing landfills, but these construction methods to prevent construction in flood produced a variety of problems and the need for excessive facilities funding.

[0005] 在对软弱地盘进行土木工程时需要投入重装备,但由于重装备的占据无法实施工程,因此就出现了利用土及石头来覆土的问题,因此也就出现了工程费用支出过多的问题。 [0005] When the infirmities of the site carried out civil engineering need to invest heavy equipment, but the project can not be implemented occupy heavy equipment, so there is a problem of soil and stones to use the casing and, therefore, there was too much engineering expenses problem. [0006] 虽然vinyl seat lining工法和erath lining工法已经实用化,但是在精密施工中仍然有问题。 [0006] Although the vinyl seat lining erath lining construction method and construction methods have been practical, but there are still problems in the precision construction.

[0007] 不仅不能在海岸填埋地等如泥滩这样的软弱地盘中施工,而且施工后不能承受生活垃圾和各种产业废弃物等填埋物的负荷并会出现seat破损倾向,特别是填埋物里包含的各种破损瓶、尖锐的金属碎片、锐利的石料碎片等会使seat产生漏洞,由各种废弃物的腐烂生成的有害物(毒品)也会使seat受损伤。 [0007] not only can not be weak intraday construction in coastal mudflats such as landfills, etc., and can not bear the load of garbage and various industrial wastes landfill after construction and will seat a tendency to damage, especially to fill all kinds of broken bottle contains embedded objects, sharp metal fragments, sharp stones and other debris will seat loopholes by harmful substances (drugs) all kinds of waste generated by rotting also make seat damaged.

[0008] erath lining工法由于填埋地的法面和地面浸出水流出时的透水系数为10—7cm/ sec以上的黏土粒子的黏结问题而不能使用。 Permeability coefficient [0008] erath lining construction method due to the slope face and ground water leaching of the landfill when the bond is above problems 10-7cm / sec clay particles can not be used.

[0009] 软弱地盘注入混合工法(韩国专利公告第92-4021号)虽然可以固化各个填埋地的现场土壤,但是由于填埋生活垃圾及产业废弃物时产生的雨水和包含重金属的浸出水不能形成完全的防水混凝土,流入因固化而产生的龟裂口就会污染地下水的填埋土壤。 [0009] weak injection site mixed construction method (Korean Patent Publication No. 92-4021) Although you can cure various soil landfill site, but due to rain landfill garbage and industrial waste generation and water can not contain heavy metals leaching a completely waterproof concrete, curing flows due to cracks generated landfill soil port contaminate groundwater. [0010] 实验结果显示,固化土壤的透水系数不能达到10—7cm/SeC以上,浸出水通过这种固化土壤就会污染地下水及土壤。 [0010] The results showed that soil permeability coefficient does not reach the cured 10-7cm / SeC or more, by water leaching the soil such curing will contaminate groundwater and soil.

[0011] 这样就达不到环境部实行的环境法规定,不能防止浸出水。 [0011] This will reach the Ministry of Environment to implement environmental law, can not prevent the leaching of water.

[0012] 因此,上面引用的专利的注入混合工法不能使用并且有固化时间长达7天的缺点。 [0012] Thus, the above-cited patent can not be injected into the mixing construction method used and cured for up to seven days disadvantages. 发明内容 SUMMARY

[0013] 本发明的目的是为了解决上述存在的问题,提供一种在储藏槽中各自保管的黄土、MgO、长石、氯化^、氯化钠、氯化钴、硅酸、硫酸钠、填地现场土壤等材料通过计量料斗和传送带供给粉碎机,在粉碎机中粉碎成沙子大小后将粉碎材料送入搅拌机混合,将搅拌机混合好的搅拌土储藏于现场的储藏箱中,然后将其与现场的透明性防水液和水混合后进行施工,将软弱地盘打设成坚硬混凝土的同时还具有良好防水效果的软弱地盘处理用搅拌土的生产方法。 [0013] The object of the present invention is to solve the above problems, in the storage tank is provided a respective storage loess, MgO, feldspar, ^ chloride, sodium chloride, cobalt chloride, silicic acid, sodium, landfill site soil and other materials supplied by metering hopper and a belt grinder, sand, crushed into the size of pulverized material into the mixer after mixing in the mill, the agitator stirring the mixed soil of the field stored in a storage tank, then weak the construction site while water was mixed with water and transparency site, the site will be weak play set into a hard concrete also has good waterproof effect of the production method for treatment of soil mixing.

[0014] 为了达到上面目的的本发明为软弱地盘处理用搅拌土的生产方法。 [0014] To achieve the above object of the present invention is a method for producing soft turf treated soil stirring.

[0015] 本发明的目的是这样实现的:将第l储藏槽中保管的黄土、第2储藏槽中保管的 [0015] The object of the present invention is implemented as follows: the first storage tank kept l loess, the second storage tank custody

MgO及第3储藏槽中保管的长石材料在各自的计量料斗中计量,通过第1传送带供给; Feldspar materials MgO third storage tank kept in the respective weighing hoppers in metered, fed by a conveyor 1;

[0016] 将第4储藏槽中保管的氯化钙、第5储藏槽中保管的氯化钠、第6储藏槽中保管的 [0016] The fourth storage tank storage of calcium chloride, a fifth storage tank kept sodium chloride, sixth storage tank custody

氯化钴、第7储藏槽中保管的硅酸及第8储藏槽中保管的硫酸钠材料在各自的计量料斗中 Cobalt chloride, the storage tank 7 and second 8 storage silicate storage tank kept sodium sulfate material in the respective weighing hoppers

计量,通过第2传送带供给; Measurement, is supplied by the second conveyor;

[0017] 将第9储藏槽(9)中保管的填地现场土壤材料在其计量料斗中计量,通过第3传送带(23)供给。 [0017] The ninth storage tank (9) fill soil material storage site in which the metering hopper metering, is supplied through the third conveyor belt (23).

[0018] 通过上面第1到第3传送带供给的黄土、MgO、长石、氯化钙、氯化钠、氯化钴、硅酸、 硫酸钠、填地现场土壤材料再通过第4传送带供给粉碎机并将其粉碎成沙子大小; [0019] 上面粉碎机内部中向四个方向突出的两个粉碎机的机翼)以转轴为中心各自反方向旋转; [0018] Through the above loess first to third conveyor belt supplied, MgO, feldspar, calcium chloride, sodium chloride, cobalt chloride, silicic acid, sodium sulfate, and then fill in the field of soil material supplied by the second grinding belt 4 machine and pulverized into sand size; inner projecting in four directions of the two mill [0019] the above mill wing) of each rotating shaft in the center in the opposite direction of rotation;

[0020] 上面粉碎机内部各自反方向旋转的多数粉碎滚筒并排于两侧内壁,在上面粉碎机机翼之间由于旋转的作用将材料粉碎成沙子大小后再通过第5传送带供给搅拌机; [0021] 将供给上面搅拌机的材料混合形成搅拌土; [0020] Most of the above grinding mill drum inside each spin in opposite directions parallel to the inner wall on both sides, between the upper wing due to rotation of the mill the material is crushed to effect the size of the sand belt and then supplied through the fifth mixer; [0021 ] the above material supplied stirrer are mixed to form soil mixing;

[0022] 上面搅拌机内部设置了多数转轴,以上下方向形成了搅拌机翼,因旋转的搅拌机翼材料被均匀搅拌; Internal [0022] The above majority stirrer shaft is provided, a stirrer-down direction is formed wings, it is uniformly stirred by the rotation of the agitator wing material;

[0023] 将上面搅拌机混合好的搅拌土通过第6传送带传送给现场的储藏箱储藏后,将其与现场的透明性防水液和水混合后进行施工。 [0023] The above mixer through the mixed soil mixing after the conveyor belt 6 to the field of storage bins, the construction of which was mixed with water and the water-site transparency.

[0024] 与上面的详细说明相同,依据本发明的软弱地盘处理用搅拌土的制造体系是将在储藏槽中各自保管的黄土、MgO、长石、氯化钙、氯化钠、氯化钴、硅酸、硫酸钠、填地现场土壤等材料通过计量料斗和传送带供给粉碎机。 [0024] the same with the detailed description above, according to the present invention, weak sites treated with stirring soil producing system is stored in the respective storage tank loess, MgO, feldspar, calcium chloride, sodium chloride, cobalt chloride , silicic acid, sodium, landfill site soil and other materials supplied by metering hopper and a belt grinder.

[0025] 在粉碎机中粉碎成沙子大小后将粉碎材料送入搅拌机混合。 [0025] In the pulverizer to the size of the sand fed into the mixer after mixing the pulverized material.

[0026] 将上面在搅拌机中混合好的搅拌土储藏于现场的储藏箱中,然后将其与现场的透明性防水液和水混合后进行施工,将软弱地盘打设成坚硬混凝土的同时还具有良好的防水效果。 While [0026] The above was stirred in a mixer the mixed soil of the field stored in a storage tank, the construction then mixed with water and liquid water transparency site, the site will be weak play set into a hard concrete further comprising good waterproof effect.

附图说明 BRIEF DESCRIPTION

[0027] 图1是本发明的生产系统的工艺流程简图; [0028] 图2a是本发明的粉碎机构造切面图; [0029] 图2b是本发明的粉碎机翼构造斜视图;[0030] 图3是本发明的搅拌机构造切面图; [0027] FIG. 1 is a process flow diagram of the production system of the present invention; [0028] FIG 2a is a cross sectional view taken pulverizer configuration of the present invention; [0029] FIG 2b is a perspective view pulverizer wing structure of the present invention; [0030 ] FIG. 3 is a sectional view through the mixer configuration of the present invention;

[0031] w对于图片主要部分的编码说明w [0031] w a main part of the coding image described w

[0032] 1 :第1储藏槽、2 :第2储藏槽、3 :第3储藏槽、4 :第4储藏槽、5 :第5储藏槽、6 :第 [0032] 1: first storage tank, 2: a second storage tank, 3: second storage tank 3, 4: 4 storage tank, 5: a first storage tank 5, 6: first

6储藏槽、7 :第7储藏槽、8 :第8储藏槽、9 :第9储藏槽; 6 storage tank, 7: a first storage tank 7, 8: a first storage tank 8, 9: first storage tank 9;

[0033] 11, 12, 13, 14, 15, 16, 17, 18, 19 :计量料斗 [0033] 11, 12, 13, 14, 15, 16, 17, 18, 19: weighing hoppers

[0034] 21,22,23,24,26,28 :传送带 [0034] 21,22,23,24,26,28: belt

[0035] 25 :粉碎机27 :搅拌机 [0035] 25: grinder 27: stirrer

[0036] 29 :储藏箱 [0036] 29: storage box

具体实施方式 Detailed ways

[0037] 下面将通过实施例对本发明做进一步说明,但下述的实例仅仅是本发明其中的例子而已,并不代表本发明所限定的权利范围。 [0037] will be further described by way of examples of the present invention, the following examples which are merely examples of the present invention only and do not represent the scope of the claims as defined in the present invention. 该权利范围以权利要求书为准。 In the scope of the claimed subject claims. [0038] 实施例1 : [0038] Example 1:

[0039] 将第1储藏槽1中保管的黄土、第2储藏槽2中保管的Mg0及第3储藏槽3中保管的长石材料在各自的计量料斗11、12、13中计量,通过第1传送带21供给。 [0039] In the first storage tank 1 storing loess, feldspar material in the second storage tank 2 is kept Mg0 third storage tank 3 is kept in the respective weighing hoppers 12, 13 in the measurement, by the second a supply conveyor 21. [0040] 将第4储藏槽4中保管的氯化钙、第5储藏槽5中保管的氯化钠、第6储藏槽6中保管的氯化钴、第7储藏槽7中保管的硅酸及第8储藏槽8中保管的硫酸钠材料各自在计量料斗14、 15、 16、 17、 18中计量,通过第2传送带22供给。 [0040] The storage tank 4 in the fourth storage calcium chloride, in the fifth storage tank 5 storing NaCl, 6 in the sixth storage tank storage of cobalt chloride, in the seventh storage tank 7 storing silicic acid 22 are each supplied to a storage tank 8 storing a second material 8 over sodium weighing hoppers 14, 15, 16, 17, 18, metering, by the second conveyor.

[0041] 将第9储藏槽9中保管的填地现场土壤等材料在计量料斗19中计量,通过第3传送带23供给。 [0041] The landfill site soil storage tank 9 of 9 storage material 19 in the metering of the hopper 23 is supplied by the third conveyor.

[0042] 通过上面第1到第3传送带21、22、23供给的黄土、 MgO、长石、氯化钙、氯化钠、氯化钴、硅酸、硫酸钠、填地现场土壤等材料再通过第4传送带24供给粉碎机25并将其粉碎成沙子大小。 [0042] 21, 22 fed by the first conveyor loess 1 to 3 above, MgO, feldspar, calcium chloride, sodium chloride, cobalt chloride, silicic acid, sodium, landfill site soil and other materials and then 4 is supplied by the second conveyor 24 to a pulverizer 25 and pulverized sand size.

[0043] 将上面在粉碎机25中粉碎好的材料再通过第5传送带26供给搅拌机27。 [0043] The above pulverization in the mill 25 and then supplied to the mixer 27 good material by the second conveyor 26 5. [0044] 将上面供给搅拌机27的材料混合后形成搅拌土。 [0044] The above feed mixture is formed after stirring the soil material 27 in the mixer.

[0045] 将上面搅拌机27混合好的搅拌土通过第6传送带28传送给现场的储藏箱29储 [0045] The above-mixed soil mixing blender 27 through a sixth conveyor belt 28 is transmitted to the storage tank 29 storing the field

藏后,将其与现场的透明性防水液和水混合后进行施工。 After Tibet, which was mixed construction and waterproofing solutions and on-site water transparency.

[0046] 图2a和2b是本发明的粉碎机和粉碎机翼的构造。 [0046] Figures 2a and 2b are grinder mill and a wing structure of the present invention.

[0047] 上面粉碎机25内部中向四个方向突出的两个粉碎机的机翼31、33以转轴32、34 为中心各自反方向旋转。 [0047] The above inner pulverizer 25 to the four directions of the two projecting wings 31, 33 to the pulverizer 32 and 34 centered on the respective shaft in the opposite direction of rotation.

[0048] 上面粉碎机25内部各自反方向旋转的多数粉碎滚筒35并排于两侧内壁,在上面粉碎机机翼31、33之间由于旋转的作用将材料粉碎成沙子大小后再通过第5传送带26供给搅拌机27。 [0048] Most of the above pulverizer 25 pulverized inner drum each spin in opposite directions parallel to the inner wall 35 on both sides, between the wings 31 and 33 in the above grinder action due to the rotation of the material and then pulverized into the size of the sand by the second conveyor 5 26 mixer 27 is supplied.

[0049] 图3是本发明搅拌机的构造图示。 [0049] FIG. 3 is a configuration of the present invention illustrating the mixer.

[0050] 上面搅拌机27内部设置了多数转轴36、37,以上下方向形成了搅拌机翼38、39,因旋转的搅拌机翼38、39材料被均匀搅拌。 [0050] The above stirrer 27 is provided inside the rotary shaft 36, a majority, at least the direction of the wing is formed with a stirrer 38 and 39, it is uniformly stirred by a stirrer rotating wings 38, 39 of material.

[0051] 将上面的材料放入计量料斗11〜19中计量时,各自的调配比率为黄土重量比为7〜10%、1%0重量比为3〜5%、长石重量比为12〜15%、氯化钙重量比为0. 1〜0. 5%、氯化钠重量比为O. 2〜0. 6%、氯化钴重量比为0. 02〜0. 05%、硅酸重量比为0. 03〜0. 05%、硫酸钠重量比为0. 01〜0. 02%、透明性防水液重量比为2〜5%、现场土壤(山土壤、海岸 When [0051] The above material was placed in the weighing hopper metering 11~19 respective formulation ratio by weight of loess 7 to 10% 1% 0 ~ 5% by weight ratio, the weight ratio of feldspar 12~ 15% by weight of calcium chloride 0.5 1~0. 5% sodium chloride a weight ratio of O. 2~0. 6%, the weight ratio of cobalt chloride 02~0 0. 05% silicic acid 03~0 weight ratio of 0. 05% sodium weight ratio of 0.5 01~0 02%, the transparency of the water liquid weight ratio of 2 ~ 5% (mountain soil in-situ soil, coast

土壤等...)重量比为70〜75%、水重量比为2〜3%。 Soil etc ...) weight ratio of 70~75% water weight ratio of 2 to 3%.

[0052] 上面构成的是本发明软弱地盘处理用搅拌土的生产系统。 Configuration [0052] The above process of the present invention is weak sites with soil mixing production systems.

[0053] 将第1储藏槽1中保管的黄土重量比为7〜10%、第2储藏槽2中保管的Mg0重量比为3〜5%及第3储藏槽3中保管的长石重量比为12〜15%材料在各自的计量料斗11、12、13中计量,通过第1传送带21供给。 [0053] The storage of the first storage tank in a ratio of 7 to 10% by weight of loess, in the second storage tank 2 Mg0 keeping a weight ratio of 3 to 5% in 3 weight custody feldspar than the third storage tank 12~15% of the metered material in a respective weighing hoppers 11, 12, 21 is supplied by the first conveyor.

[0054] 将第4储藏槽4中保管的氯化钙重量比为0. 1〜0. 5%、第5储藏槽5中保管的氯化钠重量比为0. 2〜0. 6%、第6储藏槽6中保管的氯化钴重量比为0. 02〜0. 05%、第7储藏槽7中保管的硅酸重量比为0. 03〜0. 05%及第8储藏槽8中保管的硫酸钠重量比为0.01〜0. 02%材料各自在计量料斗14、 15、 16、 17、 18中计量,通过第2传送带22供给。 [0054] The fourth storage tank 4 storing calcium chloride in a weight ratio of 0.5 1~0. 5% in the fifth storage tank 5 storing a weight ratio of sodium chloride 2~0 0. 6% storing a sixth storage tank in a weight ratio of cobalt chloride 6 0. 02~0. 05%, of the storage tank 7 7 weight custody silicic acid 0. 03~0. 05% storage tank 8 and 8 storing in a weight ratio of sodium sulfate 0.01~0. 02% each of materials 14, 15, 16, 17, 18 in the metering weighing hoppers is supplied by the second conveyor 22. [0055] 将第9储藏槽9中保管的如山土壤、]海岸土壤的填地现场土壤重量比为70〜 75%的材料在计量料斗19中计量,通过第3传送带23供给。 [0055] As the storage tank 9 of mountain soil in the storage 9,] landfill site Soil Soil coast weight ratio 70~ 75% of the metering of the material in the hopper 19, is supplied by the third conveyor 23.

[0056] 通过上面第1到第3传送带21、22、23供给的黄土、 MgO、长石、氯化钙、氯化钠、氯化钴、硅酸、硫酸钠、填地现场土壤等材料再通过第4传送带24供给粉碎机25并将其粉碎成沙子大小。 [0056] 21, 22 fed by the first conveyor loess 1 to 3 above, MgO, feldspar, calcium chloride, sodium chloride, cobalt chloride, silicic acid, sodium, landfill site soil and other materials and then 4 is supplied by the second conveyor 24 to a pulverizer 25 and pulverized sand size.

[0057] 上面粉碎机25内部中向四个方向突出的两个粉碎机的机翼31、33以转轴32、34 [0057] The above inner pulverizer 25 to the four directions of the two projecting wings 31, 33 to the shredder shaft 32, 34

为中心各自反方向旋转,各自反方向旋转的多数粉碎滚筒35并排于两侧内壁,在上面粉碎 Are each rotated in the opposite direction, the majority of each chopper drum 35 rotates in the opposite direction to the inner wall side by side on both sides, in the above pulverization

机机翼31、33之间由于旋转的作用将材料粉碎成沙子大小后。 Machine wings 31 and 33 due to the rotation action between the material pulverized into the size of the sand.

[0058] 将上面粉碎机25粉碎的材料再通过第5传送带26供给搅拌机27。 [0058] The above pulverizer 25 pulverized material is supplied through the mixer 26 of the conveyor 27 5.

[0059] 内部设置的多数转轴36、37以上下方向形成了搅拌机翼38、39,因旋转的搅拌机 [0059] Most of the rotary shaft 36, 37 provided inside the mixer down direction is formed wings 38 and 39, by the rotation of the stirrer

翼38、39作用将上面向搅拌机27供给的材料均匀搅拌混合形成搅拌土。 Wings 38, 39 acting on the agitator 27 for supplying material formed uniformly stirring and mixing soil mixing.

[0060] 将上面搅拌机27混合好的搅拌土通过第6传送带28传送给现场的储藏箱29储藏 [0060] The above-mixed soil mixing blender 27 through a sixth conveyor belt 28 is transmitted to the storage site storage tank 29

后,将其与现场的透明性防水液重量比为2〜5%和水重量比为2〜3%混合后进行施工。 After which the construction ratio of 2 to 3% of water mixed with the transparent liquid weight ratio of 2 ~ 5% of the field water by weight.

[0061] 上面的施工将栖息于土壤中的病毒和两种细菌填充在长石的间隙中,用与一般水 [0061] The above construction will inhabit the soil filled in the two bacterial and viral clearance feldspar, washed with water and general

泥不同的方法使土壤混凝土化。 Different methods of clay soil of concrete.

[0062] 将本发明的搅拌土与透明性防水液和水混合制造的土壤混凝土化在改良土的特性上具有对水的吸着能力和排出能力,有土壤混凝土的离子交换能力。 [0062] The present invention stirred soil water solution and transparency of the water and soil mixed concrete produced has a water sorption capacity and discharge capacity characteristics of the improved soil, soil ion exchange capacity of concrete.

[0063] 即使填地的地盘软弱也会因强大的混凝土的支持力而均匀下沉,从而整体上维持安全状态,这主要是因本发明的改良土具有弹力性。 [0063] Even if landfill sites will be weak due to a strong and uniform concrete supportive sink, thereby maintaining the overall safety status, mainly because of improved soil of the present invention has elasticity.

[0064] 有时甚至还可以在下雨时施工,由于形成土岩壁并具有半永久性,因此很安全。 [0064] Construction and sometimes can even when it rains, due to the formation of soil and rock has a semi-permanent, so it is safe. [0065] 即使在水中混凝土化也会起乳化剂作用,黄土和长石等迅速进行凝结反应,即使是含有废弃物和泥滩等含有盐分的海岸土壤在实验结果中也显示出数小时内固结的效果, 而且随着时间的增加便会混凝土化。 [0065] Even will play the role of emulsifier of the water in the concrete, feldspar and loess coagulation reaction quickly even in coastal soils containing salt-containing waste and mud flats also exhibits other solid within a few hours in experimental results knot effect, but with increasing time of concrete will be.

[0066] 关于本发明装置的地盘由于黄土和长石的性质,并依靠沙子、碎石及水泥比混凝土的寿命更长,支持力安定,因为利用的是无公害物质,因此不必担心2次公害。 [0066] Sites on the nature of the present invention, apparatus loess and feldspar, and rely on sand, gravel and cement concrete longer than the life, stability supportive, because of pollution-free material is utilized, there is no fear of pollution 2 . [0067] 本发明的土壤混凝土化改良土包含的各种元素和矿物质成分离子化活动活跃。 [0067] The various elements and minerals ionization event Soil Soil concrete of the present invention comprises an improved active. [0068] 与此相同,由于相互作用土壤粒子间的间隔变小,与电位下降一起土壤粒子固结化,阻碍钙离子侵入的土壤粒子间的微小粒子相连结。 [0068] and the same, since the interval between the fine particles of the interaction between the soil particles becomes smaller, with consolidation of the potential drop along the soil particles, calcium hinder intrusion of soil particles coupled.

Claims (2)

  1. 一种软弱地盘处理用搅拌土的生产方法,其特征在于:将第1储藏槽(1)中保管的黄土、第2储藏槽(2)中保管的MgO及第3储藏槽(3)中保管的长石材料在各自的计量料斗(11、12、13)中计量,通过第1传送带(21)供给;将第4储藏槽(4)中保管的氯化钙、第5储藏槽(5)中保管的氯化钠、第6储藏槽(6)中保管的氯化钴、第7储藏槽(7)中保管的硅酸及第8储藏槽(8)中保管的硫酸钠材料在各自的计量料斗(14、15、16、17、18)中计量,通过第2传送带(22)供给;将第9储藏槽(9)中保管的填地现场土壤材料在其计量料斗中计量,通过第3传送带(23)供给;通过上面第1到第3传送带(21、22、23)供给的黄土、MgO、长石、氯化钙、氯化钠、氯化钴、硅酸、硫酸钠、填地现场土壤材料再通过第4传送带(24)供给粉碎机(25)并将其粉碎成沙子大小;上面粉碎机(25)内部中向四个方向突出的两个粉碎机的机翼(31、 Kind of weakness method for producing site treated soil stirring, wherein: the storage (3) in a first storage tank (1) in storage loess, the second storage tank (2) storing the third storage tank MgO feldspar material (11,12,13) ​​in the respective weighing hoppers in metered, fed by the first conveyor (21); and a fourth storage tank (4) calcium chloride in storage, the storage tank 5 (5) sodium chloride in custody, cobalt chloride sixth storage tank (6) in the storage, the storage tank 7 (7) 8 in the second storage silicate storage tank (8) in the storage material in the respective sodium sulfate weighing hopper (14,15,16,17,18) metering, fed by the second conveyor (22); the first storage tank 9 (9) in the soil material filling the storage site in its metering weighing hoppers by the first (23) supplying conveyor 3; loess supplied by the above first to third conveyor belt (21,22,23), MgO, feldspar, calcium chloride, sodium chloride, cobalt chloride, silicic acid, sodium, fill the in-situ soil material through the fourth conveyor belt (24) mill feed (25) and pulverized into a size of sand; upper mill (25) projecting in four directions inside the mill of two wings (31, 33)以转轴(32、34)为中心各自反方向旋转;上面粉碎机(25)内部各自反方向旋转的多根粉碎滚筒(35)并排于两侧内壁,在上面粉碎机机翼(31、33)之间由于旋转的作用将材料粉碎成沙子大小后再通过第5传送带(26)供给搅拌机(27);将供给上面搅拌机(27)的材料混合形成搅拌土;上面搅拌机(27)内部设置了多根转轴(36、37),以上下方向形成了搅拌机翼(38、39),因旋转的搅拌机翼(38、39)材料被均匀搅拌;;将上面搅拌机(27)混合好的搅拌土通过第6传送带(28)传送给现场的储藏箱(29)储藏后,将其与现场的透明性防水液和水混合后进行施工。 33) rotate in the opposite direction to the respective shaft (32, 34) as a center; the top pulverizer (25) inside the respective anti-rotational direction of a plurality of chopper drum (35) side by side on both sides of the inner wall, above the mill wings (31, between 33) due to the rotation action of the material is crushed to a size of the sand and then through the fifth conveyor (26) supplying a stirrer (27); feeding the above material mixer (27) forming a mixed soil mixing; upper mixer (27) is provided inside a plurality of spindle (36, 37), a stirrer-down direction is formed wings (38, 39), (38, 39) the material is stirred by a stirrer blade rotating uniformly the above ;; mixer (27) soil-mixed stirred after transfer to the field of storage tank (29) stored by the sixth conveyor belt (28), which was mixed with the waterproof construction and liquid water site transparency.
  2. 2. 根据权利要求1所述的软弱地盘处理用搅拌土的生产方法,其特征在于:将上述各个储藏槽中保管的材料分别放入各自的计量料斗(11, 12, 13, 14, 15, 16, 17, 18, 19)中计量时,各自的调配比率为:黄土重量比为7〜10X、MgO重量比为3〜5X、长石重量比为12〜 15 % 、氯化钙重量比为0. 1〜0. 5 % 、氯化钠重量比为0. 2〜0. 6 % 、氯化钴重量比为0. 02〜 0. 05%、硅酸重量比为0. 03〜0. 05%、硫酸钠重量比为0. 01〜0. 02%、透明性防水液重量比为2〜5%、现场土壤重量比为70〜75%、水重量比为2〜3%。 According to claim 1, said weak sites with stirring treatment process for producing soil, wherein: each of the storage tank storing the material were placed in the respective weighing hoppers (11, 12, 13, 14, 15, 16, 17, 18, 19) when the metered respective formulation ratio: ratio by weight of loess 7~10X, MgO weight ratio 3~5X, feldspar weight ratio of 12~ 15%, the weight ratio of calcium chloride 0.5 1~0. 5% sodium chloride 0. 2~0 weight ratio of 6% cobalt chloride in a weight ratio of 0.05 02~ 0.05%, by weight silicic acid 0. 03~0. 05%, the weight ratio of sodium to 0. 01~0. 02%, the transparency of the water liquid ratio of 2 ~ 5 wt%, by weight of the soil scene ratio 70~75%, a weight ratio of 2 to 3% water.
CN 200610047414 2006-08-09 2006-08-09 Production method of stirring-soil for treating soft territory CN101121283B (en)

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