CN110144871A - 一种暗浜处理施工方法 - Google Patents
一种暗浜处理施工方法 Download PDFInfo
- Publication number
- CN110144871A CN110144871A CN201910388442.0A CN201910388442A CN110144871A CN 110144871 A CN110144871 A CN 110144871A CN 201910388442 A CN201910388442 A CN 201910388442A CN 110144871 A CN110144871 A CN 110144871A
- Authority
- CN
- China
- Prior art keywords
- soil body
- backfill
- foundation trench
- soil
- construction method
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Abstract
本发明涉及建筑工程技术领域，公开了一种暗浜处理施工方法，包括如下步骤：1)测量放线；2)设置降水井进行基槽降水；3)放坡开挖；4)基槽底部施工复合地基增强体；5)基槽底部铺设砂垫层并压实；6)铺设回填土并压实，回填土为与暗浜临近土体物理性能相近且不含污染物的土体；土体的物理性能包括土体的颗粒级配、吸水率、膨胀率及压实度。本发明在暗浜位置的底部铺设砂垫层进行铺设，形成透水层，有利于周边土体排水固结，提高周边土体强度；同时采用与暗浜临近土体性能相近的土体回填碾压，形成与临近土体性能相近的均匀地基，提高了暗浜处地基的整体稳定性，减少地基的不均匀沉降；还充分再利用场地资源，减少弃土对环境的影响。
Description
技术领域
本发明涉及建筑工程技术领域，具体涉及一种暗浜处理施工方法。
背景技术
暗浜是一种不良地质情况，是指原来这个地方是河道，有淤泥沉积，后来上面又有了覆土或者其他覆盖物填没，但是沉积的淤泥仍在，需开挖后才能看出。这种情况不利于地基的稳定性，尤其对基础建设存在隐性危害。
传统暗浜通常采用自地面开始施工的复合地基的方式进行处理，一则无法消除暗浜自有污染成份，无法避免二次污染；二则处理后的地基无论是强度还是刚度均有别与临近的地基，形成新的不均匀地基，不利于后续利用或再处置。
发明内容
基于以上问题，本发明提供一种暗浜处理施工方法，通过该方法施工，有利于暗浜周边土体排水固结，提高周边土体强度；同时可提高了暗浜处地基的整体稳定性，减少地基的不均匀沉降，还充分再利用场地资源，并避免二次污染，减少弃土对环境的影响。
为解决以上技术问题，本发明提供了一种暗浜处理施工方法，包括如下步骤：
1)测量放线，确定开挖范围；
2)沿设计开挖基槽顶部边缘设置降水井，并利用潜水泵进行基槽降水处理；
3)放坡开挖，采用挖掘机械挖出有污染成份的暗浜土体；
4)在开挖完成的基槽底部进行复合地基增强体施工；
5)复合地基增强体施工完成后，在基槽底部铺设砂垫层，并用压实机具压实，压实后砂垫层厚度为300～500mm；
6)在压实后的砂垫层上方铺设回填土，并用压实机具压实；回填土为与暗浜临近土体物理性能相近且不含污染物的土体，土体的物理性能包括土体的颗粒级配、吸水率、膨胀率及压实度，形成与临近土体性能相近的均匀地基。
进一步地，步骤2)中沿基槽顶部边缘每间隔8m～15m设置一个降水井。
进一步地，降水井降水后，基槽内地下水水位降至基槽底部以下500mm。
进一步地，步骤4)中的复合地基增强体为掺有水泥的泥浆搅拌桩。
进一步地，步骤6)中回填土分层回填、分层压实，每层回填土压实后的高度为200～300mm。
进一步地，砂垫层与回填土之间设置有无机土工布。
与现有技术相比，本发明的有益效果是：本发明在暗浜位置的底部铺设砂垫层进行铺设，形成透水层，有利于周边土体排水固结，提高周边土体强度；同时采用与暗浜临近土体性能相近的土体回填碾压，形成与临近土体性能相近的均匀地基，提高了暗浜处地基的整体稳定性，减少地基的不均匀沉降；还充分再利用场地资源，减少弃土对环境的影响。
附图说明
图1为实施例中暗浜基槽开挖完成并加固基槽底部土体后的横截面示意图；
图2为实施例中暗浜基槽回填土回填后的横截面示意图；
其中：1、基槽；2、降水井；3、潜水泵；4、复合地基增强体；5、砂垫层；6、回填土；7、无机土工布。
具体实施方式
为使本发明的目的、技术方案和优点更加清楚明白，下面结合实施例和附图，对本发明作进一步的详细说明，本发明的示意性实施方式及其说明仅用于解释本发明，并不作为对本发明的限定。
实施例：
参见图1和图2，一种暗浜处理施工方法，包括如下步骤：
1)测量放线，确定开挖范围：结合地质勘察报告充分利用临近土体及暗浜底部的持力层，尽可能使临近土体不受扰动；探明暗浜区域并用石灰或其他标记物标记出暗浜边线，并埋设标高指示桩，用于确定暗浜的埋深；做好施工准备工作，如进行工种配套、人机配套、机具配套等；
2)降水井2施工：根据设计的降水井2井位及现场的试剂情况，每间隔8m～15m设置一个降水井2，确定出各降水井2位置；在降水井2位置设置钢护筒，防止钻钻井过程中井口周围土体塌陷，护筒在钻进过程中也能起到一定的导向作用；用冲击钻成孔，并在成孔过程中利用泥浆护壁，并在井口周边设置排浆槽和沉淀池；井孔完成后向井孔内放置于不锈钢井管，不锈钢井管的高度高出井口底面300～400mm不锈钢井管的外径小于等于井孔的直径，不锈钢井管的底部设有滤水孔；不锈钢井管内安装潜水泵3，基槽1内地下水渗入井孔内，并由滤水孔进入不锈钢井管，利用潜水泵3将渗入的地下水抽至远离基槽1的地区，防止地下水回流；在不断地渗水并抽水的过程中，控制地下水水位降至基槽1坑底以下500mm。通过降水及时疏干暗浜开挖范围内土层的地下水，使其得以压缩固结，以提高土层的水平抗力，防止开挖面的土体隆起，改善土体开挖运输性能；在基槽1开挖施工时做到及时降低基槽1中的地下水位，保证基槽1的开挖施工的顺利进行；及时降低暗浜开挖基槽1下部承压含水层的承压水水头，防止基槽1底部发生涌水翻砂，以确保施工时基槽1底板的稳定性。
3)放坡开挖：采用挖掘机械挖出有污染成份的暗浜土体；因暗浜开挖的基槽1中含水量较大，且其中土体之间的粘结力较小，因此开挖过程宜采用放坡开挖的方式进行，可以防止开挖的暗浜基槽1坍塌，保证开挖安全；同时暗浜基槽1侧壁开挖呈一定的坡度，也便于暗浜被的淤泥或土体的运输；
4)在开挖完成的基槽1底部进行复合地基增强体4施工，可以对基槽1底部进行加固，进一步保证了基槽1的稳定性；本实施例中采用掺有水泥的泥浆搅拌桩对暗浜处的基槽1底部及深部暗浜进行加固，其步骤为用带有搅拌杆的搅拌机在基槽1底部竖直向下搅拌钻进，钻进过程中向搅拌部位的土体内加入水泥，利用基槽1底部的原土体及其自身含水量，与加入的水泥搅拌均匀后逐渐固化形成强度高于周边土体的搅拌桩；最大限度的利用了原土体作为一部分加固填料，施工较为方便，减少工程土体的搬运与处理工序。
5)复合地基增强体4施工完成后，在基槽1底部铺设砂垫层5，并用压实机具压实，压实后砂垫层5厚度为300～500mm；砂垫层5的设置可以在基槽1底部形成透水层，在基槽1回填完成后，基槽1及周边土体上方渗下的水分进入砂垫层5后，经由砂垫层5排出或引流至排水系统中，有利于周边土体排水固结，提高土体强度；防止基槽1内回填土6含水量较大而长期浸泡土体塌陷或变形。
6)在压实后的砂垫层5上方铺设回填土6，并用压实机具压实；回填土6为与暗浜临近土体物理性能相近且不含污染物的土体，土体的物理性能包括土体的颗粒级配、吸水率、膨胀率及压实度，形成与临近土体性能相近的均匀地基，提高了暗浜处地基的整体稳定性，减少地基的不均匀沉降，还充分再利用场地资源，减少弃土对环境的影响；回填土6分层回填、分层压实，每层回填土6压实后的高度为200～300mm，可以保证回填土6的压实度均一稳定，规避了一次性回填时容易使得下部回填土6压实不紧密而引发后期土体塌陷的问题。
如图2所示，砂垫层5与回填土6之间设置有无机土工布7，增大回填土6的侧向抗力，同时可以增大回填土6与砂垫层5之间的整体稳定性。
如上即为本发明的实施例。上述实施例以及实施例中的具体参数仅是为了清楚表述发明验证过程，并非用以限制本发明的专利保护范围，本发明的专利保护范围仍然以其权利要求书为准，凡是运用本发明的说明书及附图内容所作的等同结构变化，同理均应包含在本发明的保护范围内。
Claims (6)
1.一种暗浜处理施工方法，其特征在于：包括如下步骤：
1)测量放线，确定开挖范围；
2)沿设计开挖基槽(1)顶部边缘设置降水井(2)，并利用潜水泵(3)进行基槽(1)降水处理；
3)放坡开挖，采用挖掘机械挖出有污染成份的暗浜土体；
4)在开挖完成的基槽(1)底部进行复合地基增强体(4)施工；
5)复合地基增强体(4)施工完成后，在基槽(1)底部铺设砂垫层(5)，并用压实机具压实，压实后砂垫层(5)厚度为300～500mm；
6)在压实后的砂垫层(5)上方铺设回填土(6)，并用压实机具压实；所述回填土(6)为与暗浜临近土体物理性能相近且不含污染物的土体，所述土体的物理性能包括土体的颗粒级配、吸水率、膨胀率及压实度，形成与临近土体性能相近的均匀地基。
2.根据权利要求1所述的施工方法，其特征在于：步骤2)中沿基槽(1)顶部边缘每间隔8m～15m设置一个所述降水井(2)。
3.根据权利要求2所述的施工方法，其特征在于：所述降水井(2)降水后，基槽(1)内地下水水位降至基槽(1)底部以下500mm。
4.根据权利要求1所述的施工方法，其特征在于：步骤4)中的复合地基增强体(4)为掺有水泥的泥浆搅拌桩。
5.根据权利要求1所述的施工方法，其特征在于：步骤6)中所述回填土(6)分层回填、分层压实，每层回填土(6)压实后的高度为200～300mm。
6.根据权利要求1所述的施工方法，其特征在于：所述砂垫层(5)与所述回填土(6)之间设置有无机土工布(7)。
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Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005113446A (ja) * | 2003-10-06 | 2005-04-28 | Ps Mitsubishi Construction Co Ltd | 落石防護機能を備えた擁壁及び道路形成方法 |
| CN105568806A (zh) * | 2015-12-28 | 2016-05-11 | 上海建工一建集团有限公司 | 一种大面积、大荷载地坪不均匀沉降控制方法 |
-
2019
- 2019-05-10 CN CN201910388442.0A patent/CN110144871A/zh active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005113446A (ja) * | 2003-10-06 | 2005-04-28 | Ps Mitsubishi Construction Co Ltd | 落石防護機能を備えた擁壁及び道路形成方法 |
| CN105568806A (zh) * | 2015-12-28 | 2016-05-11 | 上海建工一建集团有限公司 | 一种大面积、大荷载地坪不均匀沉降控制方法 |
Non-Patent Citations (1)
| Title |
|---|
| 庄志华: "几种提高明暗浜区域回填土压实度的方法比较", 《城市道桥与防洪》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112267557A (zh) * | 2020-10-20 | 2021-01-26 | 中国十九冶集团有限公司 | 地下挡板支撑结构的施工方法 |
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