钢筋混凝土挡墙施工方案

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1、staff, the successful completion of various tasks assigned by the superior, will now work are summarized below. 1 first, honest work, a sound mechanism. Strengthening organization and leadership. To carry out clean government and the anti-corruption work, the Centre attended the regional animal husb

2、andry and veterinary Bureau is honest work leading group, and according to the district, the District Government, the discipline Inspection Commission with regard to the requirements of the clean, practical, involved in the development of the animal husbandry and veterinary Bureau of XX district 201

3、5 construction work and Division of labour programme, clear clean of responsibility, in accordance with the requirements of layers implement work. Second, accountability. Superior level management of global clean government work, the number one responsibility, team accountability, anti-corruption wo

4、rk mechanism requires, animal husbandry and veterinary Bureau and signed a clean government responsibility centre, centers signed with the workers honest responsibility, tasks, responsibilities, broken, for good honest work has laid a solid foundation. 2, prevention first, intensify the supervision

5、and constraint. To do a clean government and anti-corruption work, and effectively prevent and reduce the incidence of crime, Centre for learning method of combining education and focused on exploring the root; one is to carry out the anti-corruption study, build a strong ideological defense line, f

6、urther study and implement the improved style, close ties with the eight provisions of Yunnan province, and six prohibitions. Second, focus on preventing job-related crimes warning education, organize workers to focus on watching the warning education documentaries, organize cadres and workers to XX

7、 prisons involved in the warning education; third, to establish a sound system of internal financial control. Through mechanisms, activities to further promote the de Chang Xiu as Chief of staff, Chang Si greed of victims, often sets the heart into concrete action in the thought really solve the ini

8、tiative to accept supervision and constraint problems, and consciously abide by honesty and self-discipline regulations. 3, seriously carry out three-three education. In the form of concentrated study and group discussion, learning and practicing the three-three primary content. All cadres and worke

9、rs to strengthen party spirit, belief and faith, enhance the moral realm, the pursuit of noble sentiments and consciously stay away from vulgar, and consciously to combat evil. Practical planning and work, the ideas, policies and programmes in line with the actual situation . System management, Syst

10、em Manager, system management mechanism, strengthen the supervision and management of cadres and workers, so as to increase the strength of honest work. Seriously implementation Central Commission for discipline inspection on strictly ban using positions Shang of convenience seek not due interests o

11、f several provides in the of provides; seriously implementation party supervision Ordinance (pilot) and the supporting system in the of provides; a years to no leaders violations received cash, and securities and paid voucher of phenomenon; no occurred eat, and took, and card, and to of phenomenon;

12、no occurred leaders weddings dacaodaban, and participation gambling, and bus private, and bus tourism of situation; seriously implementation payments two article line Provides that no small coffer exist without violating the self-discipline钢筋混凝土挡土墙施工方案一、工程概况本次钢筋混凝土挡土墙设计型式为悬臂式挡土墙和扶壁式挡土墙,当挡土墙的墙身高度在小于4

13、.5m时,采用悬臂式挡土墙,当挡土墙的墙身高度在大于4.5时,采用扶壁式挡土墙,挡土墙的泄水孔水平间距2m,纵向间距3m,挡墙的墙身高度大于3m时设置泄水孔。墙身高度H3.5m时,不设倒角;墙后1:4灰土分层回填夯实,压实度95%(轻型击实),基础3:7灰土压实度95%(重型击实);挡墙沉降缝按纵断面设计分段予留,缝宽2cm,墙背一侧2cm嵌橡胶沥青防水密封膏,余填L-600低发泡聚乙烯沫塑料;挡墙墙背后先喷HUG-3防水材料两遍,待干后再喷HUT-1防水材料两遍。挡墙顶设置防撞护栏及栏杆,施工时应注意防撞护栏预埋钢筋的设置,挡墙施工应严格按涉及放样,确保墙位、标高及强度等符合要求。本标段挡墙

14、为悬臂式挡墙。本标段挡土墙分布如下表序号桩 号位置长度(m)墙高(m)形式备注1K0+260-K0+270OP辅道挡墙101.0悬臂式2K0+270-K0+290OP辅道挡墙201.5悬臂式3K0+290-K0+310OP辅道挡墙202.0悬臂式4K0+310-K0+330OP辅道挡墙202.5悬臂式5K0+330-K0+350OP辅道挡墙203.0悬臂式6K0+350-K0+360OP辅道挡墙103.5悬臂式7K0+360-K0+366.112OP辅道挡墙6.1124.0悬臂式8K0+270-K0+280QR辅道挡墙101.0悬臂式9K0+280-K0+300QR辅道挡墙201.5悬臂式10

15、K0+300-K0+310QR辅道挡墙102.0悬臂式11K0+310-K0+330QR辅道挡墙202.5悬臂式12K0+330-K0+340QR辅道挡墙103.0悬臂式13K0+340-K0+350QR辅道挡墙103.5悬臂式14K0+350-K0+366.112QR辅道挡墙16.1124.0悬臂式二、主要工艺及施工方法1工艺标准挡墙混凝土强度等级采用C30,现场浇筑。其砼的强度要满足设计要求。钢筋采用HRB335。挡墙的外观要求其非应力裂缝不得大于0.2mm,各部分的结构尺寸不得小于设计值,基础埋深不小于1m。挡墙采用两次浇筑,基础和墙身分开浇筑,并预埋好连接钢筋,且连接处混凝土应凿毛,并清洗干净。挡墙的墙身几何尺寸要符合设计要求。挡墙的钢筋保护层厚度要满足设计图纸要求。挡墙内的预留泄水孔横向间距2.0m,其位置允许的偏差为15mm。泄水孔出口宜高于地面30cm,并设3%向外倾斜坡度。挡墙的墙顶标高要满足设计要求,允许偏差为20mm。混凝土灌注完毕后,应按有关规定进行养护。墙背回填应该在挡墙砼的强度达到设计强度的75%才能够进行填土。挡墙混凝土浇注应均质密实、平整,无蜂窝麻面,

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