JP2007138626A - Dynamic horizontal loading test method for pile - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a dynamic horizontal loading test method for a pile for preventing the occurrence of vibration peculiar to a cavity of the pile by merely stuffing a section where a weight of the pile collides with filling in a dynamic horizontal loading test by use of the weight for the pile having the cavity. <P>SOLUTION: In this dynamic horizontal loading test method for the pile for obtaining deformation characteristics of the pile by applying dynamic load in the horizontal direction on a pile head part 2 protruding above the ground of the driven pile 1 by the weight 12 of rail moving system or pendulum system from an outer side, a cavity in the pile head part 2 is stuffed with the filling such as a cement material, a plastic material, sediment, and water to eliminate a cavity in the section where the weight 12 collides, force is dispersed even when the weight collides against the pile head part and shock is applied to the pile by point vibration application, and shock force is equally transmitted to the pile to prevent the occurrence of vibration peculiar to the cavity of the pile when the pile has the cavity. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

  The present invention relates to a dynamic horizontal loading test method for a pile that applies a horizontal dynamic load to a pile head.

  As a horizontal loading test method for piles, there is a test method for applying a static load to the pile head, and ground parameters such as ground resistance are obtained from the relationship between load and displacement. In addition, this test method is classified into positive and negative alternating loading and one-way loading depending on the loading direction, and is classified into stage loading and continuous loading depending on the loading time.

  FIG. 8 shows an example of a static horizontal loading test (positive and negative alternating loading). A dumping pile is used as the test pile 90, and a hydraulic jack 91 is disposed as a force device on both sides of the test pile 90. A reaction force is applied to the force pile 92 and a horizontal static load is applied to the test pile 90. A hydraulic jack 91 is connected to two reaction force piles 92 through a reaction force device composed of an H-shaped steel member 93 and a PC steel rod 94. A load cell 95 is disposed between the test pile 90 and the hydraulic jack 91. The test pile 90 includes a pile having a different diameter from the main pile, a pile having a different pile length from the main pile, or a pile type different from the main pile (the main pile is a concrete pile and the test pile is a steel pipe pile, etc.). Used.

  Further, as prior art documents related to the present invention, there are, for example, Patent Documents 1 and 2. The invention of Patent Document 1 is a vertical dynamic loading test method for a pile or the like, in which the head of an impacted body such as a pile is hit with a hammer or the like, and the shock wave propagating through the impacted body is measured. When calculating the bearing capacity of the impacted body / ground system from the analysis data, multiple impacts are applied, shock waves are measured for each impact on each floor, and the analysis data measured at each impact are combined to obtain The bearing capacity of the impactor / ground system is calculated.

  The invention of Patent Document 2 is a rapid loading test apparatus in the vertical direction of a pile, and in a rapid loading test performed by hitting a pile head with a weight, the pile includes a donut-shaped rubber tire or the like between the weight and the pile head. A cushioning material is interposed.

JP 2005-180137 A Japanese Patent Laying-Open No. 2005-068802

  In a conventional static horizontal load test, a hydraulic jack is used as a force application device, and thus a reaction force device is necessary, and this reaction force device has been a problem. That is, (a) the influence of the reaction force device is inevitably mixed in the test results, (b) the reaction force device is necessary, the test device becomes large, and it takes days to prepare for the test, There were problems such as high costs.

  As a method for solving such problems of the static horizontal loading test, a dynamic horizontal vibration method has been developed in which a weight is caused to collide with a pile head and vibrated. However, this method has a problem that when the weight collides with the pile and there is a cavity in the pile, vibrations peculiar to the cavity occur and good data cannot be obtained. In addition, in order to prevent the vibration peculiar to the cavity, if a reinforcing material is installed at a location where the pile and the weight collide, there is a problem that the reinforcing material vibrates and an influence is caused.

  The present invention was made to solve the problems in the above-mentioned dynamic horizontal loading test, and in a dynamic horizontal loading test using a weight for a pile having a cavity, a portion where a pile weight collides is filled. The present invention provides a dynamic horizontal loading test method for a pile that can easily and reliably prevent vibration peculiar to the cavity of the pile simply by packing an object.

  The invention according to claim 1 of the present invention is a dynamic horizontal loading test for piles in which a horizontal dynamic load is applied by a weight to a pile head protruding above the ground of a placed pile to obtain a deformation characteristic of the pile. The method is a dynamic horizontal loading test method for a pile characterized in that a filler is filled in a cavity of a pile head, and a cavity-specific vibration is prevented by eliminating a cavity where a weight collides. A reinforcing material having a cross shape or the like may be disposed in the cavity of the pile head in plan view.

  The present invention is applied to a dynamic horizontal loading test using a weight of a pile having a cavity in a pile head such as a steel pipe pile. As a specific dynamic horizontal loading test, the weight is supported by the suspended monorail system or the ground rail system, and the weight is moved horizontally by using human power or power, and is applied to the pile head for vibration. There is a dynamic horizontal loading test (see FIG. 1), a dynamic horizontal loading test in which a weight such as a pendulum type is applied to a pile head and vibrated.

  A pile having a hollow such as a steel pipe pile has a material such as earth and sand inside, and when this internal material is high, the pile is filled up to the top of the pile head. If the internal material is low, hang a basket or bag at the point where the weight of the pile head collides, and pack the filling in it.

  Although any substance can be used for the filling, a material that can fill the cavity without gaps is preferable, and for example, a cement-based material, a plastic-based material, earth and sand, and water are preferable. In addition, there are those which can be removed later and those which can not be removed, and they are properly used depending on the next process of the pile head processing. If it is not necessary to remove, use cement, soil cement, gypsum, foamed urethane, etc. If necessary, use residual soil, sand, water or the like. In the case of liquids such as water, it is filled so as not to leak up and down.

  In order not to cause a phenomenon such as depression in the pile due to the collision of the weight, the above filling is filled in the cavity of the pile head so that there is no gap between the pile inner surface. In the dynamic horizontal loading test, for example, the mass of the weight is 2 tons, the loading time of the weight is about 70 msec, the displacement is about 15 mm with a dynamic load of about 70 kN, and the weight collides with the pile head. However, even if an impact due to point excitation is applied to the pile, the force is dispersed and the impact force is evenly transmitted to the pile, so that no particular vibration occurs when the pile has a cavity.

  Since the present invention is configured as described above, the following effects can be obtained.

  (1) Filling the pile head cavity with fillers such as cement-based materials and earth and sand can prevent vibrations peculiar to the cavity, and even piles with a cavity in the pile head such as steel pipe piles. The dynamic horizontal loading test using the weight is possible.

  (2) By simply filling the area where the pile and weight collide, the vibration unique to the cavity of the pile can be easily and reliably prevented, and the dynamic horizontal loading test using the weight can be performed at low cost. It can be carried out with high accuracy.

  (3) In this loading test, pile displacement, strain, and acceleration are measured. At that time, if the pile is hollow, vibration peculiar to the cavity occurs, and the vibration becomes a high frequency that is not the purpose of this test. The present invention can suppress this high-frequency vibration. Moreover, in order to measure the impact force of the weight collided with the pile, a load cell is sandwiched between the pile and the weight. For this reason, when the pile is recessed, the analysis models the pile into a rod body without a recess, and therefore does not fit the analysis model. The present invention can also prevent the dent of the pile due to the collision of the weight.

  Hereinafter, the present invention will be described based on an embodiment shown in the drawings. This embodiment is a case where it is applied to a horizontal loading test of a steel pipe pile, and is an example of a dynamic horizontal loading test using a monorail type weight. FIG. 1 is a side view and a plan view showing an example of the dynamic horizontal loading test of the present invention. FIG. 2 is a side view and a plan view showing the part of FIG.

  In FIG. 1, a plurality of steel pipe piles 1 are placed on the foundation ground of the structure at intervals in the vertical direction and the horizontal direction, and a pile head 2 protrudes on the ground at a predetermined height. In the present invention, a dynamic horizontal loading test is performed on such a pile head 2 by the weight type / rail type dynamic horizontal loading test apparatus 10.

  In the embodiment of FIG. 1, the dynamic horizontal loading test apparatus 10 is a suspended monorail system, and is movable along the rail 11 and a rail 11 made of I-shaped steel or the like installed above the steel pipe pile 1. A dynamic horizontal load that is composed of a suspension-type weight 12 and horizontally moves the suspension-type weight 12 along the rail 11 at a predetermined speed so that the weight 12 collides with the pile head 2 and vibrates. Perform the test.

  The rail 11 is arrange | positioned above the some pile head 2, and the both ends are supported by the pillars 20 and beams 21, such as H-section steel. In the embodiment shown in FIG. 1, a weight 12 is arranged between two pile heads 2 so that two steel pipe piles 1 can be tested. Further, one is a steel pipe pile 1A (for example, a diameter of 500 mm and a length of 12 m) for only a loading test, and the other is a steel pipe pile 1B (for example, a diameter of 800 mm and a length of 30 m).

  The weight 12 has, for example, a cylindrical shape having a length of about 1 m, and is used in a horizontal direction in which the central axis of the cylinder is parallel to the horizontal movement direction. On the top of the weight 12, a pair of height-adjustable hanging members 13 projecting upward are provided at intervals in the moving direction. A pair of trolleys (moving jigs with wheels) 14 are attached to the lower flange of the rail 11 in the moving direction, and the upper part of the suspension member 13 is detachably connected to the trolley 14.

  A handle 15 is attached between the pair of suspension members 13 of the weight 12 so as to protrude on both the left and right sides in the direction perpendicular to the movement direction. It can be made to collide. It is not limited to such human power, but can also be moved using power from a motor and a tow rope or the like.

  As shown in FIG. 1, the pile head 2 is set with a working height H of a horizontal load. As shown in FIG. 2, a load detector 30 using a load cell is provided at this working height level. It is provided on the pile head 2 and a dynamic load (impact load) due to the weight is measured. Displacement detectors 31 using displacement meters are arranged on both the left and right sides in the direction perpendicular to the movement, and the horizontal displacement of the pile is measured. In addition, accelerometers (horizontal acceleration) and strain gauges (shear) 32 are attached to the left and right side surfaces of the pile head 2 in the direction perpendicular to the movement, and the horizontal acceleration and shear strain of the pile are measured. In addition, accelerometers 33 are also attached to the front (weight side) / rear surface (anti-weight side) of the pile head 2, the left and right sides of the weight 12, and the trolley 14, and the horizontal acceleration / vertical acceleration of the pile. The horizontal acceleration of the weight is measured. The accelerometer 33 attached to the trolley 14 is used for estimating the speed of the weight 12 due to human power and for measuring a dynamic load (F = mα).

  The center axis of the cylinder of the weight 12 is adjusted to coincide with the action height level, and the center of the front surface of the weight 12 collides with the load detector 30. FIG. 3 is a plan view and a horizontal sectional view showing an example of a load detector provided with a buffering jig. The load detector 30 includes a load cell 40 for measuring a dynamic load of the pile head 2. A shock-absorbing jig 41 with a built-in coil spring is provided on the weight side of the load cell 40 so as to be able to smoothly transmit an impact load due to the weight 12 to the pile head 2.

  The buffer jig 41 has an inner tube 42 fitted on the outer periphery of the cylindrical casing of the load cell 40, and an outer tube 43 is fitted on the outer periphery of the inner tube 42 so as to be slidable in the axial direction, and the lid of the load cell 40 and the outer tube 43. A coil spring 45 is disposed between the coil spring 44 and the coil spring 45 so as to absorb an impact by compressive deformation. Further, load transmission members 46 and 47 serving as cushion materials and stoppers are respectively attached to the weight side of the load cell 40 and the anti-weight side of the lid body 44 so that a predetermined gap is formed therebetween. , 47 is arranged outside the coil spring 45. The load transmission members 46 and 47 are preferably made of a relatively cushioning material such as hard plastic rather than hard metal. Further, a steel plate 48 with rubber attached to the surface is attached to the surface of the lid 44 on the weight side. The rubber may be attached to the weight. A support fitting (not shown) such as a bracket is attached to the outer surface of the pile head 2, and the load detector 30 is placed thereon.

  As shown in FIG. 2, the displacement detector 31 includes a displacement meter 50 and a cylinder-type elastic member 51. A mounting piece 52 is fixed to the side surface of the pile head 2, and the distal end of the telescopic rod 51 a of the telescopic member 51 is attached to the mounting piece 52, and the base end portion of the cylinder main body 51 b is attached to the beam 22 orthogonal to the rail 11. Is fixed. The displacement meter 50 is horizontally disposed under the expansion / contraction member 51 disposed horizontally at the working height level, the rod tip of the displacement meter 50 is connected to the expansion / contraction rod 51a, and the displacement of the pile is measured. Displacement is achieved by installing the displacement gauge beam 22 at a position sufficiently away from the test pile and supporting it with a large cross-sectional pile 23 such as H-shaped steel or a beam 24 between the piles (see FIG. 1). The beam 22 on which the total 50 is installed can be a stationary beam, and accurate displacement measurement can be performed.

  The displacement measurement of the test pile can be performed by the accelerometer 32 attached to the test pile in addition to the displacement meter 50 described above. Integrate acceleration twice to determine displacement. The displacement waveform obtained from the displacement meter 50 has high frequency noise over a wide band, while the displacement waveform obtained from the accelerometer 32 has no high frequency noise. This high frequency noise is presumed to be caused by the mounting structure of the displacement meter 50, the vibration of the fixing member, and the like, and the displacement waveform obtained from the accelerometer 32 is lower than the displacement waveform obtained from the displacement meter 50. Is underestimated. From the above two points, it is preferable to use a displacement meter 50 to remove high frequency components by a high cut filter. An optical non-contact displacement meter that does not require a stationary beam can also be used.

  FIG. 4 is a side view showing an example of the height adjusting jig of the weight 12. The hanging member 13 is divided into an upper member 13 a and a lower member 13 b, and the height is adjusted by the height adjusting jig 60. Connect adjustable. The height adjusting jig 60 includes a horizontal support plate 61 fixed to the upper member 13 a and a vertical height at which the base is fixed to the upper surface of the weight 12 by welding and the tip bolt portion penetrates the support plate 61. An adjustment bolt 62 and a height adjustment nut 63 screwed into the tip bolt portion of the bolt 62 from above are configured. The upper part of the upper member 13a is attached to the trolley 14, the lower end of the lower member 13b is fixed to the upper surface of the weight 12 by welding, the lower part of the upper member 13a and the upper part of the lower member 13b are overlapped, and the long hole and the fastening bolt 64 Connected with After adjusting the height by rotating the nut 63, the bolt 64 is tightened to fix the nut.

  5 and 6 are a vertical cross-sectional view, a plan view, and a side view showing an example of the trolley 14 with the reverse rotation prevention mechanism. After the weight 12 collides with the pile, it moves in the reverse direction by reaction. It is intended to prevent and extend the dynamic loading time by the weight 12, increase the dynamic load, and prevent danger during the test.

  The trolleys 14 are arranged in a pair of left and right so that the flanged wheels 70 that roll on the lower flange of the rail 11 sandwich the rail from both sides, and are also arranged in a pair in the moving direction. The wheel 70 is rotatably attached to a wheel shaft 71 via a bearing, and the wheel shaft 71 is fixed to a side frame (wheel frame) 72. The pair of left and right side surface frames 72 are connected to each other by a shaft 73 and a bearing 74, and a suspension hook 75 is attached to the center of the shaft 73. The upper part of the suspension member 13 is attached to the suspension hook 75.

  In such a trolley 14, for example, a counter measure for preventing the recoil of the weight is performed using a reverse rotation prevention mechanism using a ratchet and a ratchet pawl. A ratchet (claw wheel) 80 is disposed between the wheel 70 and the side frame 72, and is fixed to the wheel 70 with a bolt or the like so that it can rotate together with the wheel 70. The base end of the ratchet pawl 81 is pivotally attached to the upper inner surface of the side frame 72 with a bolt so that the ratchet pawl 81 can swing vertically on the ratchet 80. The claw at the front end slides on the teeth of the ratchet 80 and the wheel 70 rotates freely, and the claw at the front end engages with the teeth of the ratchet 80 in the reverse direction to prevent the wheel 70 from reversing.

  In addition, since the weight is often disposed between the two test piles, the weight can be moved in both directions, and the reverse rotation can be prevented in each direction. That is, as shown in FIG. 6, the ratchet 80 and the ratchet pawl 81 are arranged on the pair of wheels 70 in the moving direction so that the reverse rotation prevention directions are opposite to each other, and the ratchet pawl 81 that is not operated is operated. The ratchet pawl 81 does not mesh with the teeth of the ratchet 80 so that the weight can be handled in both directions without changing the direction of the weight.

  The operation prevention stopper 82 includes a mounting plate 83 fixed on the side frame 72 with a bolt, and a bolt 84 that is screwed horizontally to the mounting plate 83. A locking pin 85 is provided at the tip of the bolt 84. The locking pin 85 is pulled in, the ratchet claw 81 is lifted up, and the ratchet claw 81 is placed on the returned locking pin 85. Will not work. The ratchet 80, ratchet pawl 81, and operation preventing stopper 82 are preferably disposed on each of the pair of wheels 70 with the rail 11 interposed therebetween, as shown in FIG. 6 (a).

  In the above configuration, as shown in FIG. 1, the weight 12 is moved horizontally along the rail 11, and the weight 12 collides with the pile head of the test pile 1 </ b> A or 1 </ b> B. This eliminates the need for a reaction force device in the static horizontal loading test, prevents the influence of the reaction force device from being mixed into the test results, and enables a simple test device, facilitating preparation for experiments and a short test time. And a highly accurate horizontal loading test can be performed at low cost. Further, since a reaction force device is not required, a horizontal loading test can be performed from one test pile, and a lower cost horizontal loading test can be performed. Moreover, since it is a rail system, compared with the bell thrust system etc., (a) Since it moves horizontally along the rail 11, the heavy weight 12 can be applied easily, (b) The rail 11 is lengthened. Thus, the impact speed of the weight 12 can be easily increased, (c) the weight of the weight 12 can be easily increased by increasing the cross section of the rail 11, and (d) the weight 12 There is an advantage that the reaction after the collision can be controlled with a simple device, and (e) it is only necessary to install the rail 11, so that the device can be easily moved.

  The illustrated example shows a suspended monorail system in which the weight 12 is suspended from the rail 11 via a moving jig that moves on the rail. However, the moving jig attached to the lower part of the weight is used to move the weight on the rail. A moving ground rail system may be used. In any system, the number of rails may be one, or two or more. Moreover, although the moving jig | tool showed the wheel system which rolls on a rail, the slider system etc. which slide on a rail can be used. Furthermore, the rail is not limited to being horizontal, and can be inclined with a downward slope toward the pile head, for example.

  When the wheel system is used as the moving jig in the suspended monorail system or the ground rail system, a reverse rotation preventing mechanism is provided on the wheel of the moving jig with wheels to prevent the weight 12 from recoiling. It is possible to prevent the weight 12 from returning by a reaction force after colliding with the pile, and it is safe when the weight 12 is moved by human power, and when it is moved by power, a load is generated on the power. Can be prevented. In addition, since the wheel is locked after the collision and the weight 12 does not move in the reverse direction, the dynamic loading time by the weight 12 can be extended, and an ideal dynamic horizontal loading test can be performed. It is also possible to increase the target load. The reverse rotation prevention mechanism is a ratchet and a ratchet pawl in the illustrated example, but is not limited to this, and a one-way clutch or the like can also be used. If a ratchet and a ratchet claw are used, the reverse rotation of the wheel can be prevented by a relatively simple mechanism, and the reverse rotation prevention in two directions can be easily handled.

  Next, in FIGS. 1 to 3, the steel pipe pile 1 has a hollow pile head 2, and when the weight 12 collides with the steel pipe pile 1, vibration unique to the cavity occurs, and good data cannot be obtained. Therefore, a filler is filled in the cavity of the pile head 2 so that a mode peculiar to the cavity does not occur. A reinforcing material such as a cross shape may be disposed in the cavity of the pile head 2 in plan view.

  The following two types of methods are adopted according to the difference in the pipe soil of the steel pipe pile 1. (1) If the soil in the pipe is high, fill the pile head with the filler. (2) When the soil in the pipe is low, suspend a basket or bag from the place where the weight in the pile head 2 collides, and pack the filling in this.

  In addition, the fillers are classified into two types, those that can be removed later and those that cannot be removed. That is, (1) use cement, soil cement, gypsum, foamed urethane, etc. if not necessary, and (2) use residual soil, sand, water, etc. if necessary. In the case of liquids such as water, it is filled so as not to leak up and down.

  The above filling is filled in the cavity of the pile head 2 so that there is no gap between the inner surface of the pile so as not to cause a phenomenon such as depression in the pile due to the collision of the weight. Even if the weight 12 collides with the pile head 2 in the above-described rail type or other type of horizontal dynamic loading test, and the pile is subjected to an impact by point excitation, the force is distributed and the pile is equally impacted. Since the force is transmitted, there is no specific vibration when the pile has a cavity. A dynamic horizontal loading test using a weight is possible even for a pile with a cavity in the pile head, such as a steel pipe pile.

  Moreover, it is only necessary to fill the cavity of the pile head 2 with a filler such as cement-based material or earth and sand, and there is no need to use a reinforcing material at the place where the pile and weight collide. It can be easily and reliably prevented, and a dynamic horizontal loading test using a weight can be performed accurately at low cost.

  FIG. 7 shows the result of performing a dynamic horizontal loading test using the horizontal loading test apparatus shown in FIGS. 1 and 2 using a cylindrical shape having a mass of 2 tons as the weight. FIG. 7A shows a load-displacement curve of the steel pipe pile 1A (diameter 500 mm, length 12 m), and FIG. 7B shows the steel pipe pile 1B (diameter 800 mm, length 30 m). FIG. 7 (a) shows a case where the load detector has a buffering jig and no trolley recoil prevention measures are taken. FIG. 7B shows a case where the load detector has a buffering jig and a trolley recoil prevention measure. Also, in all cases, the pile head was filled with earth and sand so that a mode specific to the cavity did not occur.

  It can be seen from the load-displacement curve in FIG. 7 that no residual displacement remains in the test pile. Even if a large impact is applied once and then a large impact is applied again, the dynamic load does not increase. The reason why there is no residual displacement in the pile is that the ground is in the plastic region, but the steel pipe pile is in the elastic region. When comparing the small-diameter pile shown in Fig. 7 (a) with the large-diameter pile shown in Fig. 7 (b), the small-diameter pile has a larger dynamic load, and the light-weight small-diameter pile has a higher acceleration. Presumed.

  In addition, although not shown, when comparing the load cell dynamic load (before filter processing) with or without a buffer jig in the load detector, a high frequency is generated at the rising portion of the dynamic load without the buffer jig. However, this was resolved with the use of a buffering jig, and it was confirmed that there was an effect.

  Moreover, although not shown, when the load-displacement amount curves were compared with and without the trolley reversal prevention measure, a clear difference was not obtained. This is thought to be because the rolling surface of the rail is smooth and the locked wheel slides. By taking appropriate measures such as roughening the rolling surface of the rail, the dynamic loading time due to the weight is extended. It is considered that the dynamic load can be increased. In addition, since the weight does not move greatly after the collision because the wheel is locked, it is possible to prevent danger due to the weight returning in the case of human power, and in the case of using power Needless to say, it is possible to prevent a load from being generated.

  Based on the above dynamic horizontal loading test results, waveform matching analysis was performed, and ground parameters were identified. For the numerical simulation of the dynamic horizontal loading test, an analysis program (which can handle static loading tests) is used, and the steel pipe pile 1A and steel pipe pile 1B are modeled with beam elements, matching analysis is performed, and the surrounding ground The physical property value (maximum horizontal ground resistance) was identified. The pile protrusion length was 0.8m, the element division length was 0.4m, and the loading point was 0.3m from the top of the pile. The loading time of the weight is about 70 msec.

  Using the ground parameters obtained as described above, the static horizontal load-displacement relationship in the numerical calculation is obtained, and compared with the static horizontal load-displacement relationship in the static horizontal alternating loading test that was previously conducted separately. As a result, it was confirmed that the gradient is generally good.

  In addition, although the above demonstrated the case where it applied to a steel pipe pile, it cannot be overemphasized that it can apply also to a concrete pile and another pile.

It is one Embodiment of the dynamic horizontal loading test of this invention, (a) is a side view, (b) is a top view. 1. It is the part of FIG. 1, (a) is a side view, (b) is a top view. It is an example of the load detector provided with the buffer jig | tool used by this invention, (a) is a top view, (b) is a horizontal sectional view. It is a side view which shows an example of the jig for height adjustment of the suspension type weight used by this invention. It is a vertical sectional view showing an example of a trolley with a reverse rotation prevention mechanism used in the present invention. 5A is a plan view and FIG. 5B is a side view of the trolley in FIG. It is a dynamic horizontal loading test result of the present invention, and is a graph showing a load-displacement relationship. It is an example of the conventional static horizontal loading test apparatus, (a) is a top view, (b) is a side view.

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 ... Steel pipe pile 2 ... Pile head 10 ... Dynamic horizontal loading test apparatus 11 ... Rail 12 ... Weight 13 ... Suspension member 13a ... Upper member 13b ... Lower member 14 ... Trolley 15 ... Handle 20 ... Column 21 ... Beam 22 ... Beams for displacement meter installation
23 ... Column 24 ... Beam 30 ... Load detector 31 ... Displacement detector 32 ... Accelerometer / Strain gauge (shear)
DESCRIPTION OF SYMBOLS 33 ... Accelerometer 40 ... Load cell 41 ... Buffering jig 42 ... Inner tube 43 ... Outer tube 44 ... Lid body 45 ... Coil spring 46, 47 ... Load transmission member 48 ... Steel plate 50 ... Displacement meter 51 ... Stretch member 51a ... Stretch Rod 51b ... Cylinder body 52 ... Mounting piece 60 ... Height adjusting jig 61 ... Support plate 62 ... Height adjusting bolt 63 ... Height adjusting nut 64 ... Tightening bolt 70 ... Flanged wheel 71 ... Wheel shaft 72 ... Side frame 73 ... Shaft 74 ... Bearing 75 ... Hanging hook 80 ... Ratchet (claw wheel)
81 ... Ratchet claw 82 ... Operation prevention stopper 83 ... Mounting plate 84 ... Bolt 85 ... Locking pin

Claims (1)

In the dynamic horizontal loading test method for piles, which applies the horizontal dynamic load by the weight to the pile head protruding above the ground of the driven pile to determine the deformation characteristics of the pile,
A method for dynamic horizontal loading testing of a pile characterized by filling the inside of the cavity of the pile head and preventing the vibration peculiar to the cavity by eliminating the cavity where the weight collides.

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