沖孔樁施工技術(shù)交底記錄.doc

交底內(nèi)容：
一、 工程概況
本工程橋梁鉆孔樁基礎(chǔ)總樁數(shù)為20條，施工范圍從0#橋臺至3#墩，其中橋臺樁基雙排布置，樁徑為1.2m，橋墩樁基單排布置，樁徑為1.5m。橋臺樁基樁端持力層要求嵌入微風(fēng)化鐵質(zhì)粗砂巖2.5米以上，橋墩樁基樁端持力層要求嵌入微風(fēng)化鐵質(zhì)粗砂巖3米以上，并且保證樁底下面有不小于5米的完整基巖。
二、 質(zhì)量標(biāo)準(zhǔn)
1、 保證項(xiàng)目
（1） 灌注樁用的原材料和混凝土強(qiáng)度必須符合設(shè)計(jì)要求和施工規(guī)范的規(guī)定。
（2） 成孔深度必須符合設(shè)計(jì)要求，樁端持力層為微風(fēng)化鐵質(zhì)粗砂巖，遇軟弱夾層時(shí)必須穿越軟弱夾層。
（3） 樁身材料：混凝土等級為C30，為水下混凝土；鋼筋R235級，HR235級。縱筋的混凝土保護(hù)層厚度為50mm。
（4） 分段鋼筋籠中的縱筋采用對焊接長，加強(qiáng)筋采用雙面焊；縱向鋼筋接頭應(yīng)每隔一根錯(cuò)開，同一截面可接長50％的總鋼筋面積的鋼筋，相鄰接頭錯(cuò)開1000mm以上；螺旋箍筋與縱筋點(diǎn)焊，螺旋箍筋采用單面搭接焊10d接長。
（5） 采用正循環(huán)工藝成孔和清孔，樁身垂直度偏差要求不大于0.5％，樁徑偏差要求不得超過-50~+100mm，樁位偏差不得大于5cm，灌注混凝土前孔底沉渣厚度要求不大于50mm。
必須按照設(shè)計(jì)要求在鋼筋籠內(nèi)布置好檢測
Cards on the table contents:
First, project survey
Bored pile foundation of this project the total number of 20 piles, the construction units ranging from 0 to 3 # # bridge pier, which piles double layout, pile diameter is 1.2m, single-row arrangement of pier piles, pile diameter to 1.5m. Piles pile bearing stratum of iron requirements embedded in the breeze more than 2.5 meters thick sandstone, pier pile pile bearing stratum of iron requirements embedded in the breeze more than 3 m thick sandstone, and to ensure there are no less than the following pile 5 meters of the sound rock.
Second, quality standards
1, ensure that the project
(1) The pile of raw materials and the strength of concrete used must meet the design requirements and construction norms.
(2) into the hole depth must meet the design requirements, pile bearing stratum for the breeze of iron coarse sandstone, soft interlayer must be met through soft interlayer.
(3) Pile material: concrete grade C30, the underwater concrete; reinforced R235 level, HR235 level. Longitudinal reinforcement of the concrete cover thickness is 50mm.
(4) above in the longitudinal steel reinforcement cage by welding length, using double-sided welding rebar; longitudinal steel joints should be staggered at intervals of 1, the same section can be accessed 50% of the total length of the steel reinforcement area adjacent joints stagger 1000mm above; spiral reinforcement and longitudinal reinforcement welding, lap welding of spiral hoop with one side longer then 10d.
(5) using cyclic process is clear hole and hole pile verticality deviation requested is not greater than 0.5%, pile diameter deviation requests shall not exceed the -50 ~ +100 mm, Pile deviation of not more than 5cm, concrete pouring before the sediment thickness of the bottom hole required not more than 50mm.
Must follow the design layout of a good test in the steel cage
 

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