CN103046583A - Cone penetration test detection method for cement mixing pile with preset guide pipe - Google Patents
Cone penetration test detection method for cement mixing pile with preset guide pipe Download PDFInfo
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- 239000004568 cement Substances 0.000 title claims abstract description 68
- 238000001514 detection method Methods 0.000 title claims abstract description 58
- 230000035515 penetration Effects 0.000 title claims abstract description 28
- 238000012360 testing method Methods 0.000 title claims abstract description 18
- 239000000523 sample Substances 0.000 claims abstract description 48
- 238000000034 method Methods 0.000 claims abstract description 12
- 238000010276 construction Methods 0.000 claims abstract description 6
- 238000013441 quality evaluation Methods 0.000 claims abstract 2
- 230000003068 static effect Effects 0.000 claims description 43
- 230000000149 penetrating effect Effects 0.000 claims description 9
- 238000003756 stirring Methods 0.000 claims 1
- 230000007547 defect Effects 0.000 abstract description 4
- 229920000915 polyvinyl chloride Polymers 0.000 abstract 2
- 239000004800 polyvinyl chloride Substances 0.000 abstract 2
- 239000002689 soil Substances 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000011378 penetrating method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
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Abstract
Description
技术领域 technical field
本发明属于土木工程的技术领域,具体涉及一种预置导管的水泥搅拌桩静力触探检测法。 The invention belongs to the technical field of civil engineering, and in particular relates to a static penetration detection method of a cement mixing pile with a preset conduit.
背景技术 Background technique
水泥搅拌桩是软土地基处理工程常用的加固方案,成桩检测是其重要的质量环节。现行规范规定,水泥搅拌桩检测以钻孔芯样的抗压强度试验为主,抽检比例为3%-5%。抽芯检测法周期长,效率低,造价高,无法达到快速检测搅拌桩质量的目的。 Cement mixing pile is a commonly used reinforcement scheme in soft soil foundation treatment engineering, and pile detection is an important quality link. The current specification stipulates that the testing of cement mixing piles is mainly based on the compressive strength test of drilled core samples, and the sampling ratio is 3%-5%. The core-pulling detection method has a long period, low efficiency, and high cost, and cannot achieve the purpose of quickly detecting the quality of the mixing pile.
静力触探测试可以获得测试对象连续的强度特征信息,具有实施方便、快捷、成本低的优点。常规静力触探法用于检测水泥搅拌桩,探头易偏斜出桩不能完整检测桩身。 The static penetration test can obtain continuous strength characteristic information of the test object, and has the advantages of convenient, fast and low cost implementation. The conventional static penetration method is used to detect cement mixing piles, and the probe is easily deflected out of the pile and cannot completely detect the pile body.
因此,需要一种新的水泥搅拌桩探检测法以解决上述问题。 Therefore, a new cement mixing pile detection method is needed to solve the above problems.
发明内容 Contents of the invention
发明目的:本发明针对现有技术中的水泥搅拌桩检测方法的缺陷,提供一种预置导管的水泥搅拌桩静力触探检测法。 Purpose of the invention: The present invention aims at the defects of the cement mixing pile detection method in the prior art, and provides a static penetrating sounding detection method of the cement mixing pile with a preset conduit.
技术方案:为解决上述技术问题,本发明的预置导管的水泥搅拌桩静力触探检测法采用如下技术方案: Technical solution: In order to solve the above-mentioned technical problems, the static penetrating sounding detection method of the cement mixing pile with preset conduits of the present invention adopts the following technical solution:
一种预置导管的水泥搅拌桩静力触探检测法,包括以下步骤: A static penetration detection method for cement mixing piles with preset conduits, comprising the following steps:
1)、在水泥搅拌桩施工完成后半小时内,在所述水泥搅拌桩的中心垂直插入底部封闭的PVC管,形成预留检测孔; 1) Within half an hour after the construction of the cement mixing pile is completed, a PVC pipe with a closed bottom is vertically inserted into the center of the cement mixing pile to form a reserved detection hole;
2)、在水泥搅拌桩达到一定龄期时采用静力触探检测法连续检测所述水泥搅拌桩的桩体强度。 2) When the cement mixing pile reaches a certain age, the static penetration detection method is used to continuously detect the pile body strength of the cement mixing pile.
优选的,步骤1)中所述PVC管的直径为40±1mm。 Preferably, the diameter of the PVC pipe in step 1) is 40±1mm.
优选的,步骤2)中采用静力触探检测法连续检测所述水泥搅拌桩的桩体强度的具体步骤如下:将探头对准所述预留检测孔的孔心,所述探头固定在触探杆上,利用静压装置将所述触探杆沿着所述PVC管匀速压入所述水泥搅拌桩,利用所述探头检测锥尖阻力和侧壁阻力。 Preferably, in step 2), the specific steps for continuously detecting the pile body strength of the cement mixing pile by using the static penetration detection method are as follows: the probe is aligned with the center of the reserved detection hole, and the probe is fixed on the touch point. On the probe rod, use a static pressure device to press the probe rod into the cement mixing pile along the PVC pipe at a constant speed, and use the probe to detect the resistance of the cone tip and the resistance of the side wall.
优选的,还包括静探数据采集仪,导线连接所述静探数据采集仪和所述探头。静探数据采集仪用于显示探头测得的锥尖阻力和侧壁阻力。 Preferably, it also includes a static data collector, and a wire connects the static data collector and the probe. The static probe data acquisition instrument is used to display the cone tip resistance and side wall resistance measured by the probe.
优选的,步骤1)中所述PVC管的锥尖阻力小于0.5MPa,侧壁阻力小于5kPa。 Preferably, the PVC pipe in step 1) has a cone tip resistance of less than 0.5 MPa, and a side wall resistance of less than 5 kPa.
优选的,步骤2)中所述的水泥搅拌桩的龄期为7天。 Preferably, the age of the cement mixing pile described in step 2) is 7 days.
优选的,所述触探杆沿着所述PVC管匀速压入所述水泥搅拌桩的压入速度为0.5-1.2m/mim。 Preferably, the speed at which the probe rod is pressed into the cement mixing pile at a constant speed along the PVC pipe is 0.5-1.2m/min.
本发明还公开了一种水泥搅拌桩的质量评价方法,包括以下步骤: The invention also discloses a method for evaluating the quality of cement mixing piles, which includes the following steps:
a、在水泥搅拌桩的试桩阶段,通过权利要求1-6任一项所述的预置导管的水泥搅拌桩静力触探检测法对水泥搅拌桩进行检测; A, in the test pile stage of the cement mixing pile, the cement mixing pile is detected by the static penetration detection method of the cement mixing pile with the preset conduit according to any one of claims 1-6;
b、将步骤a得到的检测结果同28天的芯样抗压强度建立对应关系,评价水泥搅拌桩的桩体的成桩质量。 b. Establish a corresponding relationship between the test results obtained in step a and the 28-day core sample compressive strength, and evaluate the pile quality of the pile body of the cement mixing pile.
发明原理:由于探头直径略大于预留检测孔,探头可同时检测到锥尖阻力和侧壁阻力,以此同28天的芯样抗压强度建立对应关系,评价桩体的成桩质量。由于存在检测通道,避免了出现因桩体强度不均等因素导致的探头3偏移现象,检测成功率达到100%。 Invention principle: Since the diameter of the probe is slightly larger than the reserved detection hole, the probe can detect the resistance of the cone tip and the resistance of the side wall at the same time, and establish a corresponding relationship with the compressive strength of the core sample at 28 days to evaluate the pile quality of the pile body. Due to the presence of detection channels, the phenomenon of probe 3 offset caused by factors such as uneven pile strength is avoided, and the detection success rate reaches 100%.
有益效果:本发明的预置导管的水泥搅拌桩静力触探检测法,即保留了实施方便、快捷、成本低的优点,又解决了探头易偏斜出桩不能完整检测桩身的缺陷,能够有效保证探头的角度。 Beneficial effects: the static penetrating sounding detection method of cement mixing piles with preset conduits of the present invention not only retains the advantages of convenience, quickness and low cost, but also solves the defect that the probe is easily deflected and the pile cannot be completely detected. Can effectively guarantee the angle of the probe.
附图说明 Description of drawings
图1 本发明的预置导管的水泥搅拌桩静力触探检测法的流程示意图。 Fig. 1 is a schematic flow chart of the static penetrating sounding detection method of the cement mixing pile with preset conduits of the present invention.
图2本发明的预置导管的水泥搅拌桩的结构示意图。 Fig. 2 is a structural schematic diagram of the cement mixing pile with preset conduits of the present invention.
具体实施方式 Detailed ways
下面结合附图和具体实施例,进一步阐明本发明,应理解这些实施例仅用于说明本发明而不用于限制本发明的范围,在阅读了本发明之后,本领域技术人员对本发明的各种等价形式的修改均落于本申请所附权利要求所限定的范围。 Below in conjunction with accompanying drawing and specific embodiment, further illustrate the present invention, should be understood that these embodiments are only for illustrating the present invention and are not intended to limit the scope of the present invention, after having read the present invention, those skilled in the art will understand various aspects of the present invention Modifications in equivalent forms all fall within the scope defined by the appended claims of this application.
请参阅图1和图2所示,本发明的预置导管的水泥搅拌桩静力触探检测法,包括以下步骤: Please refer to Fig. 1 and shown in Fig. 2, the static penetration detection method of the cement mixing pile with preset conduit of the present invention, comprises the following steps:
1)、在水泥搅拌桩1施工完成后半小时内,在水泥搅拌桩1的中心垂直插入底部封闭的PVC管2,形成预留检测孔;其中,PVC管2的直径为40±1mm。PVC管2的锥尖阻力小于0.5MPa,侧壁阻力小于5kPa。
1) Within half an hour after the construction of the
2)、在水泥搅拌桩1达到一定龄期时采用静力触探检测法连续检测水泥搅拌桩1的桩体强度,其中水泥搅拌桩1的龄期为7天。其中采用静力触探检测法连续检测水泥搅拌桩1的桩体强度的具体步骤如下:将探头3对准预留检测孔的孔心,探头3固定在触探杆4上,利用静压装置5将触探杆4沿着PVC管2匀速压入水泥搅拌桩1,利用探头3检测锥尖阻力和侧壁阻力,导线6连接探头3和静探数据采集仪7,利用静探数据采集仪7显示测得的锥尖阻力和侧壁阻力。其中,触探杆4的压入速度为0.5-1.2m/mim。
2) When the
由于探头直径略大于预留检测孔,探头可同时检测到锥尖阻力和侧壁阻力,以此同28天的芯样抗压强度建立对应关系,评价桩体的成桩质量。由于存在检测通道,避免了出现因桩体强度不均等因素导致的探头3偏移现象,在试验段范围内,120根桩中随机选取24根进行检测,检测成功率达到100%。 Since the diameter of the probe is slightly larger than the reserved detection hole, the probe can detect the resistance of the cone tip and the resistance of the side wall at the same time, and establish a corresponding relationship with the compressive strength of the core sample at 28 days to evaluate the quality of the pile body. Due to the existence of the detection channel, the phenomenon of probe 3 deviation caused by factors such as uneven pile strength is avoided. Within the scope of the test section, 24 piles were randomly selected from 120 piles for detection, and the detection success rate reached 100%.
本发明的预置导管的水泥搅拌桩1静力触探检测法,即保留了实施方便、快捷、成本低的优点,又解决了探头3易偏斜出桩不能完整检测桩身的缺陷,能够有效保证探头3的角度。
The static penetrating detection method of the
实施例1Example 1
请参阅图1和图2所示,本发明的预置导管的搅拌桩成桩质量静力触探检测法,是在水泥搅拌桩1施工完成后短时间内在桩体中心插入小直径PVC管2,其中,PVC管2的直径为40±1mm,形成预留检测孔洞。在规定龄期时采用常规静力触探法连续检测桩体强度,其中,本发明中水泥搅拌桩的规定龄期为7天。预置导管的方法是,在水泥搅拌桩1施工完成后半小时内,水泥土尚未固化,在桩体中心尚处于液态,垂直插入底部封闭的PVC管2,管内无水泥浆赋存,固化后PVC管2成为水泥土桩体的预留检测孔。PVC管2选取材料强度较低、直径比静探探头3略小(约为40mm)的工业成品,长度依桩长而定,PVC管2的长度与水泥搅拌桩1的长度相同。
Please refer to Fig. 1 and Fig. 2, the static penetrating sounding detection method of the pile quality of the mixing pile with preset conduits of the present invention is to insert a small-diameter PVC pipe 2 in the center of the pile body in a short time after the construction of the
检测时,探头3对准预留检测孔的孔心,利用静压装置5将带有探头3的触探杆4沿着PVC管2匀速压入检测桩,其中,压入速度为0.5-1.2m/mim。由于探头3直径略大于预留检测孔,探头3可同时检测到锥尖阻力和侧壁阻力,静探数据采集仪7通过导线6连接探头3,利用静探数据采集仪7显示测得的锥尖阻力和侧壁阻力,以此同28天的芯样抗压强度建立对应关系,评价桩体的成桩质量。由于存在检测通道,避免了出现因桩体强度不均等因素导致的探头3偏移现象,在试验段范围内,120根桩中随机选取24根进行检测,此方法的检测结果与钻孔抽芯试验结果完全一致,检测成功率达到100%,证明此方法是成功的。 During detection, the probe 3 is aligned with the center of the reserved detection hole, and the static pressure device 5 is used to press the probe 3 with the probe 3 into the detection pile at a constant speed along the PVC pipe 2, wherein the pressing speed is 0.5-1.2 m/mim. Since the diameter of the probe 3 is slightly larger than the reserved detection hole, the probe 3 can detect the cone tip resistance and the side wall resistance at the same time. Point resistance and side wall resistance are used to establish a corresponding relationship with the 28-day core sample compressive strength to evaluate the pile quality of the pile body. Due to the existence of detection channels, the phenomenon of probe 3 deviation caused by factors such as uneven pile strength is avoided. Within the scope of the test section, 24 piles were randomly selected for detection out of 120 piles. The detection results of this method are consistent with those of drilling core pulling. The test results are completely consistent, and the detection success rate reaches 100%, which proves that this method is successful.
搅拌桩试桩阶段,通过对水泥搅拌桩1进行静力触探法检测和钻孔芯样无侧限抗压强度试验,联合静力触探锥尖阻力和28d无侧限抗压强度,建立确定工艺下不同土层锥尖阻力和无侧限抗压强度的对应关系,制定标准曲线。试桩成功后大面积施工时,可通过静力触探检测得到的锥尖阻力,依据标准曲线确定28d无侧限抗压强度,评价桩体质量。
In the pile test stage of the mixing pile, the
本方法在工程中已得到试用,工程应用效果良好,解决了静力触探检测时探头偏桩问题,并能快速便捷地检测出桩体的质量,造价低,具有广泛的推广应用前景。 This method has been tried in engineering, and the engineering application effect is good. It solves the problem of the pile deviation of the probe during static penetration detection, and can quickly and conveniently detect the quality of the pile body. The cost is low, and it has a wide application prospect.
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