KR20170009328A - Improved Bi-Directional for Pile Load Test Apparatus and thereof Method - Google Patents
Improved Bi-Directional for Pile Load Test Apparatus and thereof Method Download PDFInfo
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- KR20170009328A KR20170009328A KR1020150101173A KR20150101173A KR20170009328A KR 20170009328 A KR20170009328 A KR 20170009328A KR 1020150101173 A KR1020150101173 A KR 1020150101173A KR 20150101173 A KR20150101173 A KR 20150101173A KR 20170009328 A KR20170009328 A KR 20170009328A
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- lower plate
- plate
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- upper plate
- piston
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D1/00—Investigation of foundation soil in situ
- E02D1/08—Investigation of foundation soil in situ after finishing the foundation structure
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D33/00—Testing foundations or foundation structures
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N5/00—Analysing materials by weighing, e.g. weighing small particles separated from a gas or liquid
Abstract
The present invention relates to a cylinder head which is arranged between a top plate and a bottom plate so as to apply a uniform pressure to a bottom surface of the top plate and an upper surface of the bottom plate, A displacement measuring means for measuring displacements of the upper and lower plates, and a rolling plate formed between the cylinder and the lower plate to seat the cylinder, and a modified two-way pile- After the measurement of the tip end force and the peripheral frictional force is completed by using the test measuring device, the cylinder is returned to its original state in order to minimize the defects of the pile, so that no void is generated in the cylinder and no void is formed in the space outside the cylinder by grouting And the strength of the concrete pile after the test can be increased. It relates to the direction of pile load test measurement method.
Description
BACKGROUND OF THE
Several pragmatic and empirical methods for estimating bearing capacity and settlement of pile foundation have been proposed. Among them, pile load test is a kind of real test which reproduces when actual pile structure is constructed by applying actual load to pile. High. However, the method of selection and installation of pressurization and reaction force system for loading, and the wide test site are required, so that it is subject to many restrictions such as air and field conditions.
In addition, the large-diameter drilled pile has a large load acting on one pile, so if the bearing capacity is less than the designed value due to the defects in construction, the use and stability of the entire structure are seriously affected. In addition, drilling into the ground in the field and curing by pouring the concrete may cause a large change in the bearing capacity of the drilled pile due to carelessness or unexpected changes in the ground conditions during the construction process. Therefore, when designing using design allowable load which dynamically estimates soil based on soil condition, designers have to do conservative design, which is a big waste factor in national dimension.
In order to solve such problems, a hydraulic jack cylinder of high pressure is installed in a pile, and a reaction force against the load is established by the bearing capacity of the pile and the frictional force generated by the load, A load bearing device (US 5,576,494) has been devised which does not require a separate load-bearing device and a reaction force device, and which can be applied even in a narrow test space or a tilted position.
However, since the support load measuring device using the aster bug cell as described above takes a very long time to measure the supporting load, the base concrete has a different strength from the concrete pile piling time and curing time, There is a disadvantage in that it is not possible to measure the tip end holding force and the frictional force when the small-sized load is loaded.
In order to solve such a problem, a tip force measuring device and a support load measuring device (Korean Patent No. 10-0480297 and Korean Patent No. 10-0725510) have been proposed by the present applicant.
Hereinafter, a conventional tip force measuring device and a support load measuring device will be described with reference to the accompanying drawings.
Fig. 1 shows an internal configuration of a conventional tip force measuring device and a support load measuring device.
1, the support load measuring device includes a
The
The displacement measuring means 40 includes an electric resistance type
Therefore, it is possible to calculate the support load of the ground by measuring the extension force of the
The axial load measuring means 60 includes an axial load sensor 61 coupled to the outer surface of the reinforcing bar 70, a sensor wire 63 for transmitting signals and currents to the axial load sensor 61, And an axial load data processing device (62) for displaying and storing the measured value from the load measuring device (61).
A plurality of vertical reinforcing bars 71 connected in a vertical direction so as to be arranged in a circular shape along the outer side of the upper surface of the head force measuring device and a plurality of vertical reinforcing bars 71 for increasing the fixing and strength of the vertical reinforcing bars 71, And includes a horizontal reinforcing bar 72 and a shear reinforcing bar 73 joined to the vertical reinforcing bars 71 or the horizontal reinforcing bars 72.
2 is a perspective view of a conventional tip force measuring apparatus and a single acting type cylinder pile load test measuring apparatus.
2, the
Fig. 3 is a perspective view of a conventional bidirectional double-acting cylinder pile load test measuring apparatus, Fig. 4 is a front view of a conventional bidirectional double-acting cylinder pile load test measuring apparatus, Fig. 5 is a cross- This is an enlarged view of the bi-directional double acting pile load test measuring device.
3 and 4, the bidirectional double acting type cylinder can repeat the measurement of the end support force and can return the
As shown in FIG. 5, when the measuring device and method for measuring bi-directional double-acting pile load test is used, since the piston of the cylinder is re-introduced into the cylinder after the measuring of the end bearing capacity, the upper surface of the
However, in the conventional tip force measuring apparatus, the single acting type and the bidirectional double acting type cylinder pile load test measurement apparatus, the ground on which the support leg protruding downward and fixed to the lower surface of the
According to the conventional technique, when the grout and concrete are poured into the lower surface of the lower plate through the trestle tube and poured, when the lower plate is flat and parallel to the ground, a slime phenomenon occurs on the bottom surface of the lower plate Excessive displacement is generated and the displacement amount of the lower plate can not be accurately measured.
SUMMARY OF THE INVENTION The present invention has been conceived to solve the above-mentioned problems, and it is an object of the present invention to provide a piston having a bottom surface in a round shape when a ground on which a support for protruding downwardly is fixed on a lower surface of a lower plate is not stable, An improved two-way pile capable of precisely measuring the amount of displacement of the upper and lower plates by preventing leakage of the hydraulic oil due to the prevention of damage to the cylinder even if a downward axial eccentricity is generated by the rolling plate accommodating the cylinder and the cylinder having the round- And an object of the present invention is to provide a load test measurement apparatus and method.
It is still another object of the present invention to provide an improved two-way pile load test test and measurement apparatus and method according to the present invention, in which a support portion for guiding grouting and concrete is formed on the bottom surface of a lower plate, The present invention provides an improved bidirectional pile load test test apparatus and method capable of accurately measuring the displacement amount of the lower plate by suppressing the phenomenon and increasing the fluidity of the grouting and concrete to suppress the occurrence of excessive displacement of the lower plate plate .
In addition, the improved bidirectional cylinder pile load test and measurement apparatus according to the present invention has a plurality of O-rings formed outside the piston of the cylinder, so that there is one O-ring in the case of a conventional hydraulic jack cylinder, However, according to the present invention, it is an object of the present invention to provide an improved bidirectional pile load test test apparatus and method that can reduce damage to a hydraulic jack cylinder at the time of pressurization and depressurization by providing a plurality of O-rings.
An improved bidirectional pile load test test apparatus according to the present invention comprises an upper plate and a lower plate inserted into a hole of a pile in which concrete is poured and formed with a tremendous pipe hole at the center thereof and an upper surface of the upper plate and a lower surface of the lower plate, A displacement measuring means for measuring a displacement of the upper and lower plates, and a displacement measuring means for measuring the displacement of the upper and the lower plates. The displacement measuring means is disposed between the upper plate and the lower plate, And a rolling plate.
Further, the improved bidirectional pile load test test method according to the present invention is a method for testing a two-way pile load test, comprising: a first step of excavating a hole in a direction perpendicular to a ground surface; a step of placing a bidirectional pile load test test apparatus having a cylinder between an upper plate and a lower plate, A second step of inserting a trestle tube into the bi-directional pile load test measuring device, a fourth step of pouring concrete from the bottom of the hole through the trestle pipe, A fifth step of measuring the displacement of the upper and lower sides of the test measuring device, measuring the stroke displacement of the cylinder by the flow rate introduced into the flow chamber of the cylinder by the hydraulic flow meter provided in the extended cylinder, A seventh step of restoring the expanded cylinder, a sixth step of restoring the cylinder, Characterized in that it comprises an eighth step of grouting with a predetermined space between.
The improved bidirectional cylinder pile load test and measurement apparatus according to the present invention can measure a load on a lower portion of a lower plate by downwardly protruding the lower portion of the lower portion of the piston, Even if a downward axial eccentricity is generated by a rolling plate accommodating a cylinder having a piston having a round bottom surface, the hydraulic oil leakage due to the prevention of damage to the cylinder is prevented, and the displacement amount of the upper and lower plates can be accurately measured It is effective.
In addition, by using the improved bi-directional cylinder pile load test and measurement apparatus according to the present invention, it is possible to improve the fluidity of the grouting and concrete by forming grooves in the bottom surface of the lower plate and guiding the concrete to guide the concrete, It is possible to accurately measure the amount of displacement of the lower plate by suppressing the development and increasing the fluidity of the grouting and concrete to suppress the occurrence of excessive displacement of the lower plate.
In addition, the improved bidirectional cylinder pile load test and measurement apparatus according to the present invention has a plurality of O-rings formed outside the piston of the cylinder, so that there is one O-ring in the case of a conventional hydraulic jack cylinder, However, according to the present invention, by providing a plurality of O-rings, it is possible to reduce the damage to the hydraulic jack cylinder during pressurization and depressurization.
Fig. 1 is an internal configuration diagram of a conventional tip force measuring device and a pile load test measuring device.
2 is a perspective view of a conventional tip force measuring apparatus and a single acting type cylinder pile load test measuring apparatus.
3 is a perspective view of a conventional tip force measuring device and a double-acting cylinder pile load test measuring device.
4 is a front view of a conventional tip force measuring apparatus and a double-acting cylinder pile load test measuring apparatus.
FIG. 5 is an enlarged view of a conventional pendulum load test apparatus and a double-acting pile load test apparatus of the double-acting double-pile load test apparatus.
6 is a perspective view of an improved bidirectional pile load test measuring device according to the present invention.
FIG. 7 is a front view of an improved bi-directional pile load test measuring apparatus according to the present invention.
8 is a rear view of an improved bidirectional pile load test and measurement apparatus according to the present invention.
FIG. 9 is a front view of a tilted rolled bidirectional pile load test apparatus according to the present invention.
10 is a front view of an improved bi-directional pile load test measuring apparatus according to another embodiment of the present invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings.
FIG. 6 is a perspective view of an improved bidirectional pile load test apparatus according to the present invention, and FIG. 7 is a front view of an improved bidirectional pile load test apparatus according to the present invention.
As shown in the figure, the improved bidirectional pile load test and measurement apparatus according to the present invention includes an
A connecting
The
The
Since the
A plurality of O-
One end of the
Therefore, since the
The displacement measuring means 400 includes a
8 is a rear view of an improved bi-directional pile load test and measurement device according to the present invention.
As shown in FIGS. 6 to 8, the bidirectional pile load test and measurement apparatus according to the present invention can be stably installed horizontally even on a non-flat surface of the lower stratum, And a receiving
The
Therefore, by using the improved bi-directional pile load test measurement apparatus according to the present invention, it is possible to form a receiving
9, even when the
That is, as shown in the drawing, the improved bidirectional pile load test and measurement apparatus according to the present invention is characterized in that the
10 is a front view of an improved bi-directional pile load test measuring apparatus according to another embodiment of the present invention. The contact structure between the
Accordingly, the improved bidirectional pile load test measurement apparatus of the present invention according to FIG. 10 is similar to the operation principle of FIG. 9 in that the
In addition, a process of constructing the concrete pile by placing the concrete so that the improved bidirectional pile load test and measurement apparatus according to the present invention as described above is buried will be described as follows.
First, it excavates perpendicularly to the ground to form a pit hole. A bidirectional pile load test test device is seated on the bottom surface of the pile hole. (Not shown) is lowered to the upper side of the bidet pile load test measuring device placed on the floor surface and the lower surface of the
When the curing of the concrete is completed as described above, hydraulic pressure is applied to the
The stroke displacement of the
After completion of measurement of the support load of the ground as described above, when the elongated cylinder is restored, an empty space due to the restoration of the
Meanwhile, water is injected into the pipe connected to the
At this time, in the related art, the bottom surface structure of the
The concrete pile load test test apparatus and method according to the present invention is characterized in that when the measurement of the tip end supporting force by the
According to another embodiment of the present invention, the
Various embodiments in which the
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments. It will also be appreciated that many modifications and variations will be apparent to those skilled in the art without departing from the scope of the present invention.
100: upper plate 110: connecting member
120: Trace tube hole 130: Through hole
200: lower plate 210:
220: through hole 300: cylinder
310: body 320: piston
325: O-ring 330: Rolling plate
340: Ball 400: Displacement measuring means
410: top plate pipe 412: top plate steel bar
420: lower plate pipe 422: lower plate steel bar
424: Rigid pipe
Claims (18)
A cylinder connected to at least one of the upper plate and the lower plate arranged between the upper plate and the lower plate so as to uniformly apply pressure to the lower surface of the upper plate and the upper surface of the lower plate;
Displacement measuring means for measuring displacements of the upper and lower plates;
And a rolling plate formed between the cylinder and the lower plate to seat the cylinder.
And a piston having an outer end fixedly coupled to a bottom surface of the upper plate and a piston configured to be able to be drawn in and out from the inside and the outside of the body.
The other end of the piston is formed into a round shape protruding outward and fixed to the lower plate. The other end of the piston is fixed to the rolling plate, Wherein the first and second pile load test devices are configured to be seated.
Wherein a plurality of O-rings are provided outside the piston of the cylinder.
Wherein the lower plate is connected to the upper plate by connecting members whose both ends are coupled to the upper plate and the lower plate, respectively.
Further comprising a support portion protruding downward from a bottom surface of the lower plate so that a predetermined amount of concrete can be filled in the bottom surface of the lower plate.
A plurality of guide surfaces fixed to the lower plate and having a predetermined height and inclined to an inner center portion on the side of the trapezoidal hole and a plurality of through holes formed in the inclined guide surface Test measuring device.
A second step of placing a bidirectional pile load test measuring apparatus provided with a cylinder between the upper plate and the lower plate and a rolling plate for seating the cylinder in the hole excavated in the first step;
A third step of inserting a trestle tube into the bi-directional pile load test measurement device;
A fourth step of pouring concrete from the bottom of the hole through the trestle tube;
A fifth step of measuring the displacement of the upper and lower sides of the bidirectional pile load test apparatus by extending the cylinder when concrete poured in the fourth step is cured;
A sixth step of measuring a stroke displacement of the cylinder by a flow rate introduced into the flow rate chamber of the cylinder by a hydraulic flow meter provided in the extended cylinder to measure a displacement of the ground;
A seventh step of restoring the cylinders stretched in the fifth and sixth steps;
And an eighth step of grouting in a predetermined space between the upper plate and the lower plate formed by the restoration of the cylinder.
(8-1) preparing grout by mixing Portland cement and water;
8-2 < th > step of injecting water through the lower-side down pipe of one side;
(8-3) injecting the grout into the predetermined space between the upper plate and the lower plate; Wherein the method further comprises the step of:
An upper plate and a lower plate formed at the center of the trestle tube hole,
A cylinder connected to at least one of the upper plate and the lower plate and arranged between the upper plate and the lower plate so as to apply an even pressure to the lower surface of the upper plate and the upper plate,
And displacement measuring means for measuring displacements of the upper plate and the lower plate,
And a rolling plate formed between the cylinder and the lower plate to seat the cylinder.
The cylinder includes a body having an outer end fixedly coupled to a bottom surface of the upper plate and a piston having a structure capable of being drawn in and out from the inside and the outside of the body. One end of the piston of the cylinder enters and leaves the inside and outside of the body, Wherein the other end of the piston is formed in a round shape having an outer end projecting outwardly and fixed to the lower plate and the other end of the piston is seated on a rolling plate having an upper portion recessed inward. Test method.
Wherein a plurality of O-rings are provided outside the piston of the cylinder.
The lower plate is connected to the upper plate by connecting members each having both ends connected to the upper plate and the lower plate and further includes a receiving part protruding downward on the bottom surface of the lower plate so that a predetermined amount of concrete can be filled in the bottom surface of the lower plate Of the pile load test.
A plurality of guide surfaces fixed to the lower plate and having a predetermined height and inclined to an inner center portion on the side of the trapezoidal hole and a plurality of through holes formed in the inclined guide surface Test method.
A cylinder connected to at least one of the upper plate and the lower plate arranged between the upper plate and the lower plate so as to uniformly apply pressure to the lower surface of the upper plate and the upper surface of the lower plate;
Displacement measuring means for measuring displacements of the upper and lower plates;
A rolling plate formed between the cylinder and the lower plate to seat the cylinder;
And a space for inserting a ball between the piston and the rolling plate is provided, and the rolling is performed by inserting the ball.
Wherein a plurality of O-rings are provided outside the piston of the cylinder.
The lower plate is connected to the upper plate by connecting members each having both ends connected to the upper plate and the lower plate and further includes a receiving part protruding downward on the bottom surface of the lower plate so that a predetermined amount of concrete can be filled in the bottom surface of the lower plate The improved bidirectional pile load test measuring device.
A plurality of guide surfaces fixed to the lower plate and having a predetermined height and inclined to an inner center portion on the side of the trapezoidal hole and a plurality of through holes formed in the inclined guide surface Test measuring device.
Priority Applications (2)
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KR1020150101173A KR101761122B1 (en) | 2015-07-16 | 2015-07-16 | Improved Bi-Directional for Pile Load Test Apparatus and thereof Method |
PCT/KR2016/007761 WO2017010848A1 (en) | 2015-07-16 | 2016-07-15 | Improved bidirectional pile load testing measurement apparatus and measurement method |
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KR1020150101173A KR101761122B1 (en) | 2015-07-16 | 2015-07-16 | Improved Bi-Directional for Pile Load Test Apparatus and thereof Method |
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KR1020170019220A Division KR101806517B1 (en) | 2017-02-13 | 2017-02-13 | Improved Bi-Directional for Pile Load Test Apparatus and thereof Method |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR102224783B1 (en) * | 2021-01-28 | 2021-03-08 | 주식회사 윤성이엔지 | Bidirectional Pile Loading Test System |
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CN106638730B (en) * | 2017-02-09 | 2019-02-26 | 南昌永祺科技发展有限公司 | Load box is used in the extrudable pile foundation self-balancing test resetted of piston mode |
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CN109469122A (en) * | 2019-01-10 | 2019-03-15 | 南昌永祺科技发展有限公司 | Grouting device and its grouting method in cylinder after the test of self-balancing load box dead-load detection |
CN109706986A (en) * | 2019-02-21 | 2019-05-03 | 南昌永祺科技发展有限公司 | A kind of detection device and detection method about the evaluation of load box grouting behind shaft or drift lining compression strength |
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CN110106922A (en) * | 2019-04-01 | 2019-08-09 | 南昌永祺科技发展有限公司 | A kind of pile bearing capacity test displacement measurement integrated apparatus and test method |
CN110080746A (en) * | 2019-05-24 | 2019-08-02 | 北京爱地地质勘察基础工程公司 | A kind of compression test equipment and its application method in situ of drilling |
CN110284536A (en) * | 2019-08-04 | 2019-09-27 | 浙江欧感机械制造有限公司 | For detecting the load box structure that can load box normally be opened in autobalanced detection |
CN111042220B (en) * | 2019-12-12 | 2020-12-18 | 山东大学 | Pile body fixing device and method for pile foundation model test |
CN112127395A (en) * | 2020-10-09 | 2020-12-25 | 瞿启芳 | Load box for improving structural strength of pile foundation self-balancing pile body |
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JP5383358B2 (en) * | 2009-07-10 | 2014-01-08 | 株式会社竹中工務店 | Building foundation loading test method |
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- 2015-07-16 KR KR1020150101173A patent/KR101761122B1/en active IP Right Grant
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KR100480297B1 (en) | 2004-09-07 | 2005-04-06 | 최용규 | Road-cell, apparatus for testing bearing power of subterranean concrete pile and method for testing bearing power using the same |
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KR102224783B1 (en) * | 2021-01-28 | 2021-03-08 | 주식회사 윤성이엔지 | Bidirectional Pile Loading Test System |
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