通省隧道襯砌支護及施工組織設(shè)計

摘要
我國經(jīng)濟的高速發(fā)展，使得人們對交通設(shè)施建設(shè)的標(biāo)準(zhǔn)也越來越來高，在道路的修建中也越來越來重視行車的舒適性和環(huán)保，同時也要求提高其抵抗災(zāi)害的能力。因此，為了順應(yīng)地形減少對環(huán)境的破壞滿足線形要求，保證行車的安全經(jīng)濟，本設(shè)計根據(jù)湖北省十堰市夷陵地區(qū)的水文地質(zhì)條件，選定隧道施工方案。
在設(shè)計中，主要進行了隧道的結(jié)構(gòu)、防排水及施工組織設(shè)計。首先是各種隧道工程施工方法簡介，然后進行合理的隧道幾何設(shè)計和結(jié)構(gòu)設(shè)計計算，并且通過計算分析說明其支護結(jié)構(gòu)的合理性；防排水方面，是在滿足隧道適用性以及襯砌結(jié)構(gòu)、路面、設(shè)備耐久性條件下，選擇合適的防排水材料和設(shè)施以及設(shè)計防排水系統(tǒng)；施工組織設(shè)計中主要安排了監(jiān)控量測、施工進度安排防排水等，并介紹了具體施工方法及其詳細的施作過程。

關(guān)鍵詞：隧道工程;襯砌;結(jié)構(gòu); 防排水;施工組織

Structure and construction organization design of tongsheng tunnel LINING

ABSTRACT

 The rapid development of China's economy, makes transport facilities construction standards and more to high, built of the road is more and more to pay attention to in the comfort and environmental protection, but also requires improving its ability to resist disasters. Therefore, in order to follow the terrain to reduce environmental damage meet alignment requirements, ensuring safe economic. In the graduation design, the tunneling method and supporting structure are designed based on the hydrogeological condition of Yiling district located in Shiyan city in Hubei Province.
In the design of the tunnel structure, drainage and construction organization design. First is the Introduction to the construction method of Tunnel Engineering, determine the entrance location, and then make reasonable tunnel geometry design and structure design, analysis and its support structure of rationality; Waterproof and drainage, is to meet tunnel applicability and lining structure and the durability of pavement and equipment conditions, Choice of drainage materials and facilities against the right and the design of waterproof and drainage system ; coordinate major arranged supervision, construction schedule and drainage, and so on, and describes specific construction methods and detailed procedures for the application.

KEYWORDS: Tunneling engineering；Lining；Structure; Waterproof  and drainage ；Construction organization

目錄
                             
摘要 I
ABSTRACT II
1 概述 1
1.1我國山嶺隧道的發(fā)展?fàn)顩r 1
1.2近年來隧道修建狀況 1
2 山嶺隧道施工方法 4
2.1礦山法 4
2.1.1概念 4
2.1.2施工方法 4
2.2新奧法 7
2.2.1發(fā)展 7
2.2.2新奧法施工特點 7
2.2.3新奧法理論要點及施工要點 8
2.2.4新奧法的主要支護手段與施工順序 9
2.2.5新奧法適用范圍 10
2.3盾構(gòu)法 11
2.3.1概念 11
2.3.2施工方法及工藝要求 11
2.3.3線路安全保證措施 14
2.3.4施工監(jiān)測及糾偏 15
2.3.5橋式盾構(gòu)法施工特別強調(diào)事項 16
2.4幾種施工方法的區(qū)別及優(yōu)缺點 16
3 工程概況 19
4 隧道截面設(shè)計及計算 21
4.1設(shè)計圖及圍巖壓力計算 21
4.2半拱軸線長度S及分段軸線長ΔS 22
4.3載位移—主動荷載在基本結(jié)構(gòu)中引起的位移 26
4.4載位移 33
4.5墻底位移 38
4.6解力法方程 38
4.7計算主動荷載和被動荷載分別產(chǎn)生的襯砌內(nèi)力 39
4.8最大抗力值的求解 41
4.9計算襯砌總內(nèi)力 42
4.10截面強度檢算 43
4.11配筋計算 44
4.12彎矩及內(nèi)力圖 46
5 隧道洞門結(jié)構(gòu)設(shè)計 47
5.1洞門設(shè)計 47
5.1.1洞門類型選擇 47
5.1.2洞門設(shè)計 47
5.1.3洞門建筑材料 47
6 隧道施工開挖方法及掘進方式設(shè)計 49
6.1隧道開挖方法 49
6.2隧道掘進方式 50
7 隧道防、排水設(shè)計及隧道附屬設(shè)施設(shè)計 52
7.1防水設(shè)計 52
7.1.1防排水標(biāo)準(zhǔn) 52
7.1.2防水措施 52
7.2隧道洞內(nèi)排水 53
7.2.1圍巖疏導(dǎo)排水 53
7.2.2路側(cè)邊溝排水 53
7.2.3側(cè)向排水溝 54
7.3洞口與明洞防排水 54
7.3.1洞口防排水 54
7.3.2明洞防排水 54
7.4洞內(nèi)橫通道 55
7.5內(nèi)檢修道、設(shè)備洞室 55
7.6洞內(nèi)路面 55
7.6.1正線隧道路面 55
7.6.2人行橫道路面 55
7.7其它系統(tǒng) 55
8 隧道施工組織設(shè)計 57
8.1施工方案 57
8.2施工方法及措施 57
8.2.1洞口施工 57
8.2.2明洞鋼筋砼施工 57
8.2.3洞身開挖施工方法 57
8.2.4隧道通風(fēng)及排水 58
8.2.5超前支護與初期支護 59
8.2.6隧道二次襯砌 60
8.2.7內(nèi)砼路面施工方法及洞內(nèi)附屬施工 61
8.3施工注意事項 62
9 結(jié)論 64
10 參考文獻 65
11 致謝 66