CN104291782A - 一种用于复合地层泥水盾构的泥浆 - Google Patents

一种用于复合地层泥水盾构的泥浆 Download PDF

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Publication number
CN104291782A
CN104291782A CN201410517103.5A CN201410517103A CN104291782A CN 104291782 A CN104291782 A CN 104291782A CN 201410517103 A CN201410517103 A CN 201410517103A CN 104291782 A CN104291782 A CN 104291782A
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mud
compound
stratums
shield
slurry shield
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CN201410517103.5A
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赵小鹏
姚占虎
夏鹏举
陈郁
张英明
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CCCC Tunnel Engineering Co Ltd
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CCCC Tunnel Engineering Co Ltd
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Priority to CN201410517103.5A priority Critical patent/CN104291782A/zh
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements

Abstract

本发明公开了一种用于复合地层泥水盾构的泥浆,泥浆比重为1.13~1.2,泥浆粘度为38~49S,膨润土与水的比例为1:11~1:7。通过采用上述技术方案,本发明一种用于复合地层泥水盾构的泥浆,在上部为粉细砂、下部为强度较高的中风化砂岩地层的江底隧道中能够形成有效的泥壁以保证开挖面的稳定,并且盾构掘进至江底时在超高水压条件下,泥浆稳定性也能够得到保证。

Description

一种用于复合地层泥水盾构的泥浆
技术领域
本发明涉及一种用于复合地层泥水盾构的泥浆,属于盾构隧道领域。
背景技术
泥水平衡式盾构机是通过加压泥水或泥浆(通常为膨润土悬浮液)来稳定开挖面,其刀盘后面有一个密封隔板,与开挖面之间形成泥水室,里面充满了泥浆,开挖土料与泥浆混合由泥浆泵输送到洞外分离厂,经分离后泥浆重复使用。
泥水平衡盾构使用泥浆的目的是用泥浆压力形成泥壁以使开挖面稳定,在防止塌方的同时,将切削下来的泥膜形成泥浆并被输送到地面。不同土体对泥浆的要求和配制方法也不同。盾构机在江底掘进时,隧道上部为粉细砂,下部为强度较高的中风化砂岩地层,隧道呈上软下硬的岩性,这种复合地层对泥浆的要求较高,普通的膨润土浆无法形成有效泥壁以保证开挖面的稳定。另外,还需保证盾构掘进至江底超高水压条件下泥浆稳定性。
发明内容
为解决上述问题,本发明的目的在于提供一种用于复合地层泥水盾构的泥浆。
为了达到以上目的,本发明采用的技术方案是:一种用于复合地层泥水盾构的泥浆,泥浆比重为1.13~1.2,泥浆粘度为38~49S,膨润土与水的比例为1:11~1:7。
进一步地,膨润土为纳基高效复合型膨润土。
通过采用上述技术方案,本发明一种用于复合地层泥水盾构的泥浆,在上部为粉细砂、下部为强度较高的中风化砂岩地层的江底隧道中能够形成有效的泥壁以保证开挖面的稳定,并且盾构掘进至江底时在超高水压条件下,泥浆稳定性也能够得到保证。
具体实施方式
下面对本发明的较佳实施例进行详细阐述,以使本发明的优点和特征能更易于被本领域技术人员理解,从而对本发明的保护范围做出更为清楚明确的界定。
本技术领域技术人员可以理解,除非另外定义,这里使用的所有术语(包括技术术语和科学术语)具有与本发明所属领域中的普通技术人员的一般理解相同的意义。还应该理解的是,诸如通用字典中定义的那些术语应该被理解为具有与现有技术的上下文中的意义一致的意义,并且除非像这里一样定义,不会用理想化或过于正式的含义来解释。
一种用于复合地层泥水盾构的泥浆, 泥浆比重为1.13~1.2,泥浆粘度在38~49S范围内,膨润土与水的比例为1:11~1:7。
比较例与试用结果如下:
 本实施例中,所用水采用可饮用水,膨润土采用纳基高效复合型膨润土。
性能分类方式:差、较差、良好、好。
实施例分析:从上面实施例中可见,配方4至配方6的泥浆具有最佳的使用效果。
上述实施例只为说明本发明的技术构思及特点,其目的在于让熟悉此项技术的人士能够了解本发明的内容并据以实施,并不能以此限制本发明的保护范围。凡根据本发明精神实质所作的等效变化或修饰,都应涵盖在本发明的保护范围之内。

Claims (2)

1. 一种用于复合地层泥水盾构的泥浆,其特征在于:泥浆比重为1.13~1.2,泥浆粘度为38~49S,膨润土与水的比例为1:11~1:7。
2. 根据权利要求1所述的一种用于复合地层泥水盾构的泥浆,其特征在于:所述的膨润土为纳基高效复合型膨润土。
CN201410517103.5A 2014-09-30 2014-09-30 一种用于复合地层泥水盾构的泥浆 Pending CN104291782A (zh)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106699105A (zh) * 2016-12-08 2017-05-24 中铁十四局集团隧道工程有限公司 一种泥水盾构卵砾石地层掘进用泥浆及其配置方法

Citations (4)

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Publication number Priority date Publication date Assignee Title
JPS6128699A (ja) * 1984-07-19 1986-02-08 五洋建設株式会社 砂・礫質地盤用目詰材添加泥水シ−ルド掘削工法
CN103696779A (zh) * 2013-12-31 2014-04-02 中铁一局集团有限公司 盾构压气作业用掌子面护壁泥膜施工工艺
CN103967498A (zh) * 2014-04-21 2014-08-06 河海大学 一种粗粒土地层中盾构机的带压开舱方法
CN104018843A (zh) * 2014-06-23 2014-09-03 上海隧道工程股份有限公司 复合地层盾构掘进土体改良施工方法

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6128699A (ja) * 1984-07-19 1986-02-08 五洋建設株式会社 砂・礫質地盤用目詰材添加泥水シ−ルド掘削工法
CN103696779A (zh) * 2013-12-31 2014-04-02 中铁一局集团有限公司 盾构压气作业用掌子面护壁泥膜施工工艺
CN103967498A (zh) * 2014-04-21 2014-08-06 河海大学 一种粗粒土地层中盾构机的带压开舱方法
CN104018843A (zh) * 2014-06-23 2014-09-03 上海隧道工程股份有限公司 复合地层盾构掘进土体改良施工方法

Non-Patent Citations (1)

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Title
杨勇: "复合钠基膨润土泥浆护壁机理及其工程应用", 《地下空间与工程学报》 *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106699105A (zh) * 2016-12-08 2017-05-24 中铁十四局集团隧道工程有限公司 一种泥水盾构卵砾石地层掘进用泥浆及其配置方法

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Application publication date: 20150121