5 Inspection and Acceptance
5.1 Piles check
5.1.1 PCC Pile quality inspection should include drilling, concrete mixing and perfusion inspection process，and fill in the following provisions should be the quality of inspection records：
1 Concrete mixing should measure the quality of raw materials, concrete mix, slump, concrete strength inspection;
2 Immersed tube should be checked before setting out piles bit error；
3 Immersed immersed tube should be checked before the vertical，Immersed tube should be checked before the final hole last 30s of the current, voltage；
4 Before the pouring of concrete Response to vertical hole, hole depth, hole bottom mud to inspect;
5 Should check the amount of concrete pouring and filling factor、pile top elevation and speed of vibration。
5.1.2 PCC pile top elevation, pile length, pile position, vertical deviation, coefficient of concrete filling, concrete strength, speed, extubation should check the provisions of Table, and Appendix B of this Regulation shall be the requirements of Table B good records.
Table 5.1.2 PCC Pile quality inspection standard
5.1.3Each class should be retained for each group of concrete block not less than 3。
5.2 Quality pile testing
5.2.1Should be excavated in the pile after pile core soil 14d，Observed pile wall molding quality and measurement,excavation depth of not less than 3m。Check the total number of number of piles should be 0.2% to 0.5%，And each individual project shall not be less than 3.
5.2.2After the pile of concrete to age，should detect a low strain pile of concrete quality，detection of the number of not less than 10% of the total number of piles；The design level to Category or geological conditions are complex, less reliable Piles pile, sampling the number of not less than 20% of the total number of piles.
5.2.3For general engineering of the pile, the pile in the pile after 28d static load test；For complex geological conditions、pile of low quality and reliability，Pile and Pile Composite Foundation Method for Static Load Test should be used to be Detected,Detection of the total number of number of piles should be 0.2% to 0.5%，and each individual project shall not be less than 3.
5.2.4 PCC pile pile quality inspection standards should be consistent with the provisions of Table 5.2.4，and Appendix B of this Regulation shall be the requirements of Table B good records.
Table 5.2.4 PCC pile quality test
standard "building pile testing specifications" JGJ106 the regulations
5.3 Acceptance of Quality
5.3.1 When the design of pile top elevation similar to the construction site level，Construction of pile foundation inspection shall be carried out after；When the design elevation below the top of the pile of the construction site level，foundations should be excavated to the design of acceptance after elevation。
5.3.2 PCC pile construction unit self-inspection should be conducted on the basis of qualified，and meet the following acceptance data：
1 Geotechnical Engineering Investigation Report、Pile Foundation Construction plans、Minutes of joint hearing tests, drawings and design、Design changes, etc.；
2 Quality certification of raw materials and
re-inspection report；
3 Figure Pile Surveying，including the review of visa pile single bit line；
4 Concrete quality inspection report；
5 Construction records and inspection records；
6 Quality inspection report of pile；
7 Bearing capacity of composite foundation or test report；
8 Foundation excavation to the design elevation of the pile wall thicknessChecks records and forming、Plan completed pile；
9 Project quality accident and incident investigation and handling of data.
5.3.3 PCC pile sub-project quality and acceptance of the conditions shall meet the following requirements：
1 Quality of raw materials should be qualified；
2 Acceptance of Quality of the inspection lot shall be qualified；
3 Should have a complete quality inspection file；
4 Low strain test results should be qualified，Bearing capacity of composite foundation or test results should meet the design requirements.
Appendix A Construction of Large Diameter Concrete Pipe original records table
Table A Construction of Large Diameter Concrete Pipe original
records tabl
Contractor：_________________ Supervision Unit：_________________ Contract No.：_________________ NO.：_________________
附录B 现浇混凝土大直径管桩质量检验记录表表B 现浇混凝土大直径管桩质量检验记录表
Contractor：_________________ Supervision Unit：_________________ Contract No.：_________________ NO.：_________________
Terms of the procedures
1．In order to facilitate the implementation of provisions of this distinction，Different degrees of critical terms as
follows：
1）Said he was very strict, it should be done in：Positive Words with "must"，Negative words with "No"；
2）That strict, under normal circumstances should be done：Positive Words with "should"，Use of negative words "should not" or "no"；
3）That allows little choice, when conditions permit should first do：
Positive Words with "should"，Negative words using "inappropriate"。
4）That have a choice，Under certain conditions to do so，Use of "may"。
2．Should be specified in the provisions of other relevant standards is："Should be consistent with the provisions
of ... ..."Or "shall be ... ... the Executive."
List of reference standards 1"Building Foundation Design Code" GB50007
2 "Design of Concrete Structures" GB 50010
3 "Building engineering technical specifications" GB 50330
4 "Construction engineering technical specifications" GB
50330
5 "Pile Foundation Construction Specifications" JGJ94
6 "construction of pile testing specifications" JGJ106
People's Republic of industry standards
On-site pouring of concrete large-diameter pipepile composite foundation of technical regulations
JGJ/T213-2010
Provisions Introduction
Development Formulation
"Live pouring of concrete large-diameter pipe pile composite foundation of technical regulations" JGJ/T213-2010，经住房和城乡建设部2010年7月23日以第704号文公告批准发布。
During the procedures in the formulation process，establishment Section made preparation of group-site pouring concrete design of
large-diameter pipe pile composite foundation, construction and application of research，and has made summary of site pouring concrete design of large-diameter pipe pile composite foundation、construction、test of practical experience，also see the standards of foreign advanced technology，through experiments,they made a lot of important technical parameters.
For the majority of the design, construction, research, schools and other units relevant personnel in the use of this standard to correctly understand and implement the provisions ，Establishment Section for "Live pouring of concrete large-diameter pipe pile composite foundation of technical regulations,"prepared the provision in the regulations by chapter, section, shall order ，The purpose of the provision, based on and the implementation of the relevant matters that need attention are
described.But the provision in the regulations do not have the same legal effect of this，only for users to understand and grasp the rules of order as a reference.
Table of Contents
1 General (27)
2 Terminology and symbols (19)
3 Design (21)
4 Construction (33)
5 Inspection and Acceptance (35)
1 General
1.0.1 On-site pouring of concrete large-diameter pipe pile composite foundation technology is the beginning of this century, the Institute of Geotechnical Engineering, Hohai University, developed with independent intellectual property rights of ground treatment technology，It has in the Jiangsu,
Zhejiang, Shanghai, Hunan, Tianjin and Hebei provinces applicationIt has in the Jiangsu, Zhejiang, Shanghai, Hunan, Tianjin and Hebei provinces
application，and it has achieved good social and economic benefits。Future projects in order to promote the use of better，and for the design, construction, supervision, inspection and engineering provide the basis for acceptance，to make the design in a more reasonable，to make quality more reliable，In the "on-site
pouring of concrete large-diameter pipe pile composite foundation technical regulations" DGJ32/TJ70-2008 basis，After many years of application and practice of summary， preparation
for of this order.
1.0.2 This procedure is applicable to the construction（Mainly for gas tank, oil tank, large water tank, etc. for Municipal Engineering Construction）、highway, railway, major port and airport those demanding on the project settlement，Generally require use of composite foundation；It also apply to ordinary road, rail and
other ground treatment works,Used in engineering more generally PCC pile diameter is 1000mm and 1250mm.
1.0.4 This procedure not provided for by the relevant national standards.
2 Terminology and symbols
2.1.1 On-site pouring of concrete large-diameter pipe，Also known as on-site pouring concrete pipe.In English it is called large diameter pipe pile using cast-in-place concrete，Referred to as the PCC pile，It can be compared with the current commonly used in construction of prestressed concrete pipe called PHC，The former is pouring site Shen，The latter is the
pre-production into the ground after transportation；The former is a large-diameter（1000mm～1250mm），The latter smaller
diameter（300mm～600mm）。
PCC pile Equipment（Figure 1）mainly composed by 1Chassis、2Support、3Vibration head、4Steel tube inside and outside the cavity、5Valve pile shoe、6Mud control、7 Inlet 8 Concrete shunt ect.
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