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K4+890桥桥面系施工方案.doc

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一、工程概况
   该桥为正桥,桥长180米,全桥共分两连,第一联为4*20米,第二联为5*20米,设置3道伸缩缝。该桥为双幅桥,双幅桥间距为7米,半幅桥面宽16米,车行道8米,内侧为0.5米防撞护栏,外侧为7.5米非机动车、行人一体车道;桥面横坡1.5%,人行道横坡2.0%。
   桥面结构层为:1、 预应力空心板,2、C50水泥混凝土桥面铺装10厘米,3、防水涂料防水层,4、中粒式沥青砼4厘米(AC-201),5、细粒式沥青砼3厘米(AC-131)。
  人行道结构层为:1、 预应力空心板,2、中砂夯实,3、M10
水泥砂浆3厘米,4、彩色花砖6厘米。
  桥面按桥面连续处理,全桥在桥两端头以及4#桥墩设置伸缩缝,伸缩缝采用(西安自力化学工业公司)生产的XA-60伸缩缝或同类产品。
  栏杆基座采用C25混凝土浇筑,栏杆采用石制栏杆。现浇栏杆基座在板缝处断开,缝宽2厘米。
  桥面排水采用泄水管排入河中,泄水管直径10厘米,间距5米,采用树脂玻璃钢夹砂管材。
  路缘石采用花岗岩路缘石,加工工艺为带锯解,加工长度1米,泄水孔处路缘石加工时应预留孔洞。
二、施工组织与部署
(一)施工组织
   1、劳务人员组织
①钢筋施工组:20人;
②模板施工组:10人;
③混凝土施工组:15人;
First, project survey
   
The bridge is the bridge to the bridge 180 meters long, divided into two full-bridge link, the first joint of 4 * 20 m, the second of 5 * 20 m, set the three joints. The bridge is double width bridge, double width bridge spacing is 7 meters, 16 meters Banfu voluminous bridge, roadway 8 m, 0.5 m for the guardrail on the inside, outside is 7.5 m of non-motor vehicles, pedestrians, one Drive; deck transverse Singapore 1.5%, 2.0% sidewalk cross slope.
   
Bridge layer: 1, prestressed hollow, 2, C50 Concrete Bridge Deck 10 cm, 3, waterproof coating waterproofing, 4, in tablets 4 cm asphalt concrete (AC-201), 5, small 3 cm asphalt concrete grain (AC-131).
  
Pavement layer: 1, prestressed hollow, 2, in the sand compaction, 3, M10
Cement mortar 3 cm, 4, 6 cm color tiles.
  
Deck by deck continuous treatment, full-bridge and the bridge at both ends of the first set of 4 # pier expansion joints, expansion joints used (self-Xi'an Chemical Industrial Company) production of XA-60 expansion joints, or similar products.
  
Railing base using C25 concrete pouring, railings with stone railings. Base at the seams cast railings were broken, width of 2 cm.
  
Deck drainage water into the river by discharge, the vent pipe diameter of 10 cm, 5 m distance using the resin GRP pipe.
  
Curbs with granite curbs, as the band saw processing solution, process length of 1 meter, outlet hole should be reserved for curbs processing holes.
Second, the construction organization and deployment
(A) of the Construction Organization
   
1, service staff organizations
① steel construction group: 20;
② Formwork Group: 10;
③ Concrete Construction Group: 15;

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