CN203891027U - Underwater compaction sand pile forming process dynamic testing device - Google Patents
Underwater compaction sand pile forming process dynamic testing device Download PDFInfo
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- CN203891027U CN203891027U CN201420300697.XU CN201420300697U CN203891027U CN 203891027 U CN203891027 U CN 203891027U CN 201420300697 U CN201420300697 U CN 201420300697U CN 203891027 U CN203891027 U CN 203891027U
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Abstract
The utility model provides an underwater compaction sand pile forming process dynamic testing device which is connected with a pile pipe. The device comprises a fiber Bragg grating soil pressure sensor, a plurality of groups of fiber Bragg grating strainometers and two groups of acceleration sensors. The fiber Bragg grating soil pressure sensor and the groups of fiber Bragg grating strainometers are connected with a dynamic fiber Bragg grating demodulation instrument. The two groups of acceleration sensors are connected with a vibration and dynamic signal collecting analysis meter. Cable protecting structures are arranged out of the cables of the fiber Bragg grating soil pressure sensor, the fiber Bragg grating strainometers and the acceleration sensors. The fiber Bragg grating soil pressure sensor is fixedly arranged at an end plate of a pile pipe. The groups of fiber Bragg grating strainometers are arranged from top to bottom along the pile pipe and are fixedly arranged on the outer side wall of the pile pipe. The two groups of acceleration sensors are arranged on the outer side wall close to the pile top and the pile bottom of the pile pipe respectively. The underwater compaction sand pile forming process dynamic testing device cannot be affected and limited by environment conditions and structure conditions, testing accuracy can be guaranteed, and the underwater compaction sand pile forming dynamic testing device is suitable for dynamic testing of an underwater compaction sand pile forming dynamic testing process.
Description
Technical field
The utility model relates to a kind of measurement mechanism, particularly relates to a kind of underwater sand compaction pile formation of pile dynamic checkout unit.
Background technology
Along with the high speed development of global economy and Container Transport industry, sea port dock to offshore, open wide, deep water sea area development become inevitable development trend, be accompanied by off-lying sea and build port, the construction of man-made island also advances to profundal zone, and ground stabilization has become off-lying sea and built requisite construction technology in the construction of port.Underwater sand compaction pile has compared with traditional method for processing foundation that unique advantage---consolidation effect is obvious, can the high bearing capacity of foundation soil of Quick, thereby propelling construction process fast, the reduction of erection time, create condition for build gravity structure on soft foundation.
The advantages such as a kind of ground stabilization new technology, underwater sand compaction pile can increase foundation strength, accelerates ground consolidation, reduces works sedimentation, improves the anti-liquefying power of ground, has short construction period, and consolidation effect is direct, obvious, and operation controllability is good.Can be widely used in the ground stabilization processing to nearly all soil properties such as sandy soil, cohesive soil, organic soils.Be highly suitable for the ground base enforcement of the engineerings such as offshore artificial island, mole, shore protection, harbour.
Different from traditional common sand pile, sand compaction pile is to utilize vibrating load that special steel pile pipe is squeezed in Underwater Soft Foundation, fills with sand in pile pipe, by devices such as vibratory equipment and tube chamber superchargings, pass through the regular pile pipe that repeatedly promotes and return, make sand pile hole enlargement, form the sand compaction pile of larger diameter.Former ground is by sand pressure displacement, and closely knit sand pile and weak soil acting in conjunction form composite foundation, reaches and improves ground general stability, the entirety antiskid of lifting ground and shear resistance, quickening ground consolidation texts.Compared with common sand pile, the density of underwater sand compaction pile pile body is high, and the replacement ratio of reinforcing can reach 60%～70%.
By the research of the pile condition to underwater sand compaction pile and equipment adaptive capacity, can instruct the design and construction of underwater sand compaction pile, ensure construction quality, improve efficiency of construction.Thereby need badly according to underwater sand compaction pile pile feature, utilize the data of obtaining from the actual dynamic test in scene of underwater sand compaction pile formation of pile to further investigate its pile condition and equipment adaptive capacity.Dynamic test process for sand compaction pile pile comprises: the stage of just having buried, immersed tube to certain depth stage, immersed tube are to the test of limit state and compacted hole enlargement limit state.In the dynamic test in each stage, all relate to the test to moved end resistance and side friction power.
In the dynamic checkout unit in prior art, sand pile formation of pile being adopted, measure the sensor that moved end resistance uses and mainly contain resistance sensor, steel string type sensor etc.Resistance sensor is that application resistance strain gage under the effect of soil pressure, deformation occurs and causes this principle of resistance change to be made, and has the features such as simple in structure, good stability.But it is subject to environmental influence larger, there is the not high weak point of resolution ratio.Steel string type sensor utilizes string wire under different tension force effects, to have this principle of different fixed frequencies and realizes force measurement, and advantage is simple in structure, successful, and shortcoming is to be subject to structure influence, adapts to frequency band narrow.And the dynamic test of underwater sand compaction pile formation of pile is carried out in the corrosive atmospheres such as moist and acid-alkali salt, resistance sensor and steel string type sensor corrosion resistance are poor, and the life-span is short, can not work reliably and with long-term.Set sand pile pile pipe used longer, thereby also require the wire being connected with sensor in test process to have very long length, itself has resistance wire, can cause the loss of signal in the transmitting procedure of test signal, thereby has reduced the precision of test result.In addition, because the sensor of the type such as resistance-type and steel chord type can not carry out remote transmission, also need signal transmission apparatus of certain scale and monitoring chamber in test site, increased job costs.Dynamic checkout unit of the prior art is not yet considered the impact of the factors such as submerged applications environment, MTD, pile pipe length, stormy waves stream, thereby is not suitable for the test of underwater sand compaction pile.
Utility model content
The shortcoming of prior art in view of the above, the technical problems to be solved in the utility model is to provide one to be suitable for underwater sand compaction pile to carry out on-the-spot test, be not subject to impact and the restriction of ambient conditions, structural condition, and can ensure the pile pipe dynamic checkout unit of measuring accuracy.
For achieving the above object and other relevant objects, the utility model provides a kind of underwater sand compaction pile formation of pile dynamic checkout unit, be connected with pile pipe, described pile pipe vertically place and for radial section be circular hollow cavity, described pile pipe comprise form described pile pipe main body pile body, be positioned at described pile body top stake top, be positioned at the stake end of described pile body bottom, the stake end that the bottom of described stake end is described pile pipe; The internal diameter of described stake end is greater than the internal diameter of described pile body, is provided with the end plate of the radial section that is parallel to described pile pipe in described stake end; Described underwater sand compaction pile formation of pile dynamic checkout unit comprises:
Fiber grating earth pressure sensor, is fixed on described end plate; Many group fiber grating strain meters, respectively organize described fiber grating strain meter and distribute from top to bottom along described pile pipe, are fixed on the lateral wall of described pile pipe; Every group comprises two described fiber grating strain meters, and described two fiber grating strain meters are mutually symmetrical with respect to the central axis of described pile pipe; Two groups of acceleration transducers, are installed in respectively on the stake top and the lateral wall at the stake end near described pile pipe; Every group comprises two described acceleration transducers, and two described acceleration transducers are mutually symmetrical with respect to the central axis of described pile pipe;
Described fiber grating earth pressure sensor, fiber grating strain meter are connected with Dynamic Optical Fiber grating demodulation instrument, described acceleration transducer is connected with vibration and dynamic signal acquisition analyzer, and described Dynamic Optical Fiber grating demodulation instrument and vibration and dynamic signal acquisition analyzer are all connected in control processor.
Preferably; the cable of described fiber grating earth pressure sensor is outside equipped with fiber grating earth pressure sensor wire protecting structure; the cable of described fiber grating strain meter is outside equipped with fiber grating strain meter wire protecting structure, and the cable of described acceleration transducer is outside equipped with acceleration transducer wire protecting structure.
Preferably, described fiber grating earth pressure sensor comprises body and cable lead division, the outer ring of described body is fixedly connected with steel plate and is fixedly connected on the bottom of described end plate by described steel plate, and the cable of described fiber grating earth pressure sensor is drawn from described cable lead division; On described end plate, offer the end plate through hole corresponding with described cable lead division, described cable lead division protrudes upward through described end plate through hole; On the tube wall of described pile pipe, offer tube wall through hole, the cable of described fiber grating earth pressure sensor passes outside described pile pipe through described tube wall through hole.
Preferably, described fiber grating earth pressure sensor wire protecting structure comprises rubber tube and steel pipe; The cable of described fiber grating earth pressure sensor is coated with described rubber tube, and the part that described rubber tube is positioned at described pile pipe inside is arranged with described steel pipe.
Preferably, each described fiber grating strain meter has four welding angles, and four described welding welded corner joints are on the lateral wall of described pile pipe.
Preferably, described fiber grating strain meter wire protecting structure comprises asbestos cloth, channel-section steel and rubber tube; On the lateral wall of described pile pipe, be fixed with the axially extended reinforcing bar along described pile pipe; The cable of described fiber grating strain meter is coated with described asbestos cloth bondage on described reinforcing bar; The cable and the described reinforcing bar that are coated with the described fiber grating strain meter of described asbestos cloth are covered with described channel-section steel outward, and it is 3/4 place of described pile pipe overall length and the lateral wall that is fixedly connected on described pile pipe that described channel-section steel extends to apart from the stake end from bottom to top; The part that bondage has the cable of the described fiber grating strain meter of described asbestos cloth to stretch out described channel-section steel is coated with rubber tube.
Preferably, be fixedly equiped with acceleration transducer mount pad on the lateral wall of described pile pipe, described acceleration transducer is fixedly mounted on described acceleration transducer mount pad; Described acceleration transducer and acceleration transducer mount pad are covered with enclosed protective shell outward, and described enclosed protective shell is provided with the cable fairlead of drawing for the cable of described acceleration transducer, and described enclosed protective shell is fixedly connected with described pile pipe.
Preferably; described acceleration transducer wire protecting structure comprises rubber tube and angle steel; the cable of described acceleration transducer is coated with described rubber tube and passes described enclosed protective shell from described cable fairlead; the part that the cable of described acceleration transducer exposes to beyond described enclosed protective shell is covered with described angle steel, and described angle steel is fixedly connected with described pile pipe.
Preferably, the overall length of described pile pipe is 64.5m, is equipped with 1#～7# totally 7 testing sections from stake top a to base fabric; Described testing section is the radial section of described pile pipe and parallel to each other; Described 1# testing section is positioned at apart from stake end 62.5m place; 2# testing section is positioned at apart from stake end 52.5m place; 3# testing section is positioned at apart from stake end 22.5m place; 4# testing section is positioned at apart from stake end 12.5m place; 5# testing section is positioned at apart from stake end 6.5m place; 6# testing section is positioned at apart from stake end 2.5m place; 7# testing section is positioned at apart from stake end 0.25m place; Described fiber grating strain, in respect of seven groups, is laid in described 1# testing section successively to 7# testing section place; Described in two groups, acceleration transducer is laid in respectively described 1# testing section and 6# testing section place.
Preferably, described acceleration transducer is current type sensor; The dynamic test frequency of described Dynamic Optical Fiber grating demodulation instrument is 256Hz.
As mentioned above, the underwater sand compaction pile formation of pile dynamic checkout unit that the utility model provides uses fiber grating earth pressure sensor and fiber grating strain meter for the measurement to pile pipe bottom soil pressure and pile pipe axial stress, the resistance sensor or the steel string type sensor that in traditional sand pile formation of pile testing arrangement, adopt are replaced, fiber-optic grating sensor is more suitable for using compared with under adverse circumstances seawater is medium, and signal transmission attenuation is little, can realize the remote transmission of signal.Acceleration transducer is connected with vibration and dynamic signal acquisition analyzer by cable; fiber grating earth pressure sensor is connected with Dynamic Optical Fiber grating demodulation instrument by cable with fiber grating strain meter; before connection; the cable of fiber grating earth pressure sensor is outside equipped with fiber grating earth pressure sensor wire protecting structure; the cable of fiber grating strain meter is outside equipped with fiber grating strain meter wire protecting structure, and the cable of acceleration transducer is outside equipped with acceleration transducer wire protecting structure.These wire protecting structures prevent that cable from use sustaining damage, corrosion-resistant anti-interference, have ensured the precision of test signal.The dynamic checkout unit that the utility model provides is not subject to impact and the restriction of ambient conditions, structural condition, is more suitable for the dynamic test of underwater sand compaction pile formation of pile.
Brief description of the drawings
Fig. 1 is shown as the pile pipe structural representation of underwater sand compaction pile formation of pile dynamic checkout unit of the present utility model.
Fig. 2 is shown as the stake end structure schematic diagram of pile pipe of the present utility model.
Fig. 3 is shown as the radial section schematic diagram of Fig. 2 along A-A line.
Fig. 4 is shown as the structural representation of underwater sand compaction pile formation of pile dynamic checkout unit of the present utility model.
Fig. 5 is shown as 1# testing section schematic diagram in Fig. 1.
Fig. 6 is shown as 2#-5# testing section schematic diagram in Fig. 1.
Fig. 7 is shown as 6# testing section schematic diagram in Fig. 1.
Fig. 8 is shown as 7# testing section schematic diagram in Fig. 1.
Element numbers explanation
1 pile pipe
11 1# testing sections
12 2# testing sections
13 3# testing sections
14 4# testing sections
15 5# testing sections
16 6# testing sections
17 7# testing sections
181 tops
182 pile bodies
183 ends
184 end plates
185 crossed stiffened plates
At the bottom of 186
2 fiber grating strain meters
3 acceleration transducers
4 fiber grating earth pressure sensors
5 Dynamic Optical Fiber grating demodulation instrument
6 vibration and dynamic signal acquisition analyzers
7 control processors
Detailed description of the invention
By specific instantiation, embodiment of the present utility model is described below, those skilled in the art can understand other advantages of the present utility model and effect easily by the disclosed content of this manual.The utility model can also be implemented or be applied by other different detailed description of the invention, and the every details in this manual also can be based on different viewpoints and application, carries out various modifications or change not deviating under spirit of the present utility model.
Refer to Fig. 1 to Fig. 8.It should be noted that, the diagram providing in the present embodiment only illustrates basic conception of the present utility model in a schematic way, satisfy and only show with assembly relevant in the utility model in graphic but not component count, shape and size drafting while implementing according to reality, when its actual enforcement, kenel, quantity and the ratio of each assembly can be a kind of random change, and its assembly layout kenel also may be more complicated.
The underwater sand compaction pile formation of pile dynamic checkout unit that the utility model provides is connected with pile pipe 1, for the formation of pile of underwater sand compaction pile is carried out to dynamic test.Fig. 1 to Fig. 3 has shown the structural representation of pile pipe 1, as shown in Figure 1 to Figure 3, the cavity that pile pipe 1 is hollow, radial section is circular, pile pipe 1 is vertically placed, comprise form pile pipe 1 main body pile body 182, be positioned at pile body 182 tops stake top 181, be positioned at the stake end 183 of pile body 182 bottoms, the bottom of stake end 183 be an end 186.In embodiment, pile body 182 diameters of pile pipe 1 are generally at 800mm-1000mm, and thickness is 20mm, between pile body 182 and stake end 183, adopt welding.The internal diameter of stake end 183 is greater than the internal diameter of pile body 182, in the cavity of stake end 183, is fixedly equiped with crossed stiffened plate 185, and crossed stiffened plate 185 is connected in the inner tubal wall of stake end 183 and is parallel to the radial section of pile pipe 1.On crossed stiffened plate 185, be fixedly equiped with end plate 184, end plate 184 is circular or annular, in order to improve rigidity and the durability of stake end 183 structures.
Figure 4 shows that the pie graph of underwater sand compaction pile formation of pile dynamic checkout unit of the present utility model.The underwater sand compaction pile formation of pile dynamic checkout unit that the utility model provides comprises 1 fiber grating earth pressure sensor 4, organizes fiber grating strain meter 2 and two groups of acceleration transducers 3 more.Different from the resistance sensor or the steel string type sensor that adopt in traditional sand pile formation of pile testing arrangement, the anti-electromagnetic interference capability of fiber-optic grating sensor is strong, electrical insulation capability good, corrosion-resistant, stable chemical performance, suitablely uses compared with under adverse circumstances seawater is medium; And the signal transmission attenuation of fiber-optic grating sensor is little, can realize remote telemonitoring, be therefore more suitable for underwater sand compaction pile formation of pile dynamic test.
In the formation of pile of sand compaction pile, the pressure that fiber grating earth pressure sensor 4 is subject to for real-time testing end plate 184, is delivered to a moved end Resistance Value for end 183 to obtain the bottom soil body under water.Fiber grating strain meter 2 is the moving side friction power that pile pipe 1 is subject to for the axial stress variation of testing pile pipe 1.Acceleration transducer 3 is for measuring in real time the acceleration of pile pipe 1, adopts the form that acceleration transducer 3 is carried out to circuit integration to measure in real time the amplitude of pile pipe 1.In embodiment, acceleration transducer 3 is current type sensor.
The cable of fiber grating earth pressure sensor 4, fiber grating strain meter 2 is connected with Dynamic Optical Fiber grating demodulation instrument 5.The dynamic test frequency of Dynamic Optical Fiber grating demodulation instrument 5 is 256Hz.Acceleration transducer 3 is connected with vibration and dynamic signal acquisition analyzer 6.Dynamic Optical Fiber grating demodulation instrument 5 and vibration and dynamic signal acquisition analyzer 6 are all connected in control processor 7.Dynamic Optical Fiber grating demodulation instrument 5, vibration and dynamic signal acquisition analyzer 6 and control processor 7 are positioned at the control room of monitoring ship.The test data that control processor 7 collects each sensor is carried out monitoring analysis processing, can be a kind of can be according to the program of prior storage, automatically, the modernization intelligent electronic device that carries out at high speed massive values computation and various information processings, its hardware includes but not limited to microprocessor, FPGA, DSP, embedded device etc.
For the immersed tube process of underwater sand compaction pile, the moved end drag data that control processor 7 utilizes fiber grating earth pressure sensor 4 tests to gather, fiber grating strain meter 2 is tested the moving side friction force data and the acceleration transducer 3 that collect and is tested the vibration acceleration value collecting, vibration amplitude carries out the correlation analysis of moved end resistance and quiet end resistance, the correlation analysis of moving side friction power and quiet side friction power, thereby obtain in sand compaction pile formation of pile moving, Changing Pattern and the moving side friction power reduction coefficient of quiet end resistance in cohesive soil, calculate reference frame is provided for the beating property in underwater sand compaction pile formation of pile.For the compacted hole enlargement process of underwater sand compaction pile, control processor 7 is analyzed the corresponding relation of moved end Resistance Value and immersed tube speed, for the hammer standard of stopping in sand compaction pile formation of pile provides technical support.
Fiber grating earth pressure sensor 4 is fixed on end plate 184.Refer to Fig. 1 and Fig. 5 to Fig. 8, as shown in the figure, respectively organize fiber grating strain meter 2 and distribute from top to bottom along pile pipe 1, be fixed on the lateral wall of pile pipe 1.How many group numbers of fiber grating strain meter 2 is determined according to the length of pile pipe 1.Every group comprises two fiber grating strain meters 2, and these two fiber grating strain meters 2 are with respect to the setting that is mutually symmetrical of the central axis of pile pipe 1.Two groups of acceleration transducers 3 are installed in respectively on the lateral wall of pile pipe 1 near stake top 181 and the stake end 186, and every group comprises two acceleration transducers 3, and these two acceleration transducers 3 are mutually symmetrical with respect to the central axis of pile pipe 1.
As shown in Fig. 1 and Fig. 5 to Fig. 8, in embodiment, the overall length of pile pipe 1 is 64.5m, 186 is furnished with 1#～7# totally 7 testing sections at the bottom of from stake top 181 to stake.1# testing section 11, near 181 places, stake top, is positioned at apart from stake end 62.5m place; 2# testing section 12 is positioned at apart from stake end 52.5m place; 3# testing section 13 is positioned at apart from stake end 22.5m place; 4# testing section 14 is positioned at apart from stake end 12.5m place; 5# testing section 15 is positioned at apart from stake end 6.5m place; At the bottom of close of 6# testing section 16, be positioned at apart from a stake end 2.5m place; 7# testing section 17 is positioned on the stake end 183 of stake end 0.25m.Fiber grating strain meter 2 has seven groups, is arranged in successively 1# testing section 11 to 7# testing sections 17, and two fiber grating strain meters 2 of every group are mutually symmetrical with respect to the central axis of pile pipe 1.Two groups of acceleration transducers 3 are installed in respectively 1# testing section 11 and 6# testing section 16 places.Fiber grating strain meter 2 is adjacent with acceleration transducer 3, is convenient to protection and the arrangement of cable.
For the cable or the wire that prevent sensor and sensor in use sustain damage; ensure the transmission of test signal and the precision of the result of dynamic test; be outside equipped with fiber grating earth pressure sensor wire protecting structure at the cable of fiber grating earth pressure sensor 4; the cable of fiber grating strain meter 2 is outside equipped with fiber grating strain meter wire protecting structure, and the cable of acceleration transducer 3 is outside equipped with acceleration transducer wire protecting structure.
Fiber grating earth pressure sensor 4 comprises body and cable lead division.The outer ring of body is fixedly connected with steel plate, can be by being welded to connect between the outer ring of body and steel plate.The cable of fiber grating earth pressure sensor 4 is drawn from cable lead division, and body and steel plate are fixedly connected on the bottom of end plate 184.On end plate 184, offer the end plate through hole corresponding with cable lead division, cable lead division protrudes upward through end plate through hole.On the tube wall of pile pipe 1, offer tube wall through hole, the cable of fiber grating earth pressure sensor 4 passes outside pile pipe 1 through tube wall through hole.Fiber grating earth pressure sensor wire protecting structure comprises rubber tube and steel pipe, and the cable of fiber grating earth pressure sensor 4 is coated with rubber tube.Because not only having the variation of soil pressure in sand compaction pile formation of pile, pile pipe 1 inside also has the variation of gas pressure; for further protecting the cable of fiber grating earth pressure sensor 4, the cable that is positioned at pile pipe 1 inside is also arranged with steel pipe except being coated with rubber tube rubber tube.
Each fiber grating strain meter 2 has four welding angles, and four welding angles are welded on by the mode of spot welding on the lateral wall of pile pipe 1, keep the verticality of fiber grating strain meter 2 simultaneously.Fiber grating strain meter wire protecting structure comprises asbestos cloth, channel-section steel and rubber tube.The cable of fiber grating strain meter 2 is very long, need to be fixed on the lateral wall of pile pipe 1, therefore on the lateral wall of pile pipe 1, be fixed with the reinforcing bar that extends axially laying along pile pipe 1, the cable of fiber grating strain meter 2 is coated with asbestos cloth and passes through band bondage on reinforcing bar.The cable and the reinforcing bar that are coated with the fiber grating strain meter 2 of asbestos cloth are covered with channel-section steel outward.Channel-section steel is welded on the lateral wall of pile pipe 1, extends to from bottom to top apart from 3/4 place of the stake end 186 for pile pipe 1 overall length.In embodiment, channel-section steel is from 186 being soldered to apart from a position for stake end 48m height at the bottom of stake.In the position that exceeds 48m, bondage has the cable of the fiber grating strain meter 2 of asbestos cloth to stretch out from channel-section steel, and the part of stretching out channel-section steel is coated with rubber tube, is cut off preventing because vibration causes cable by the edge abrasion of channel-section steel.The cable that is positioned at the fiber grating strain meter 2 more than water surface still needs with the protection of rubber tube parcel in order to avoid wearing and tearing.The cable that is positioned at the fiber grating strain meter 2 at 181 places, stake top should be noted fixing protection, prevents from fractureing because cable is overweight, or vibrates cable is worn and torn because of pile pipe 1.In the time of installing optical fibres grating strain meter 2, also should monitor fiber grating strain meter 2 simultaneously, ensure that it is not damaged in installation process.
After installing, all cables of fiber grating earth pressure sensor 4 and fiber grating strain meter 2 are classified as a branch of, cable is used band colligation every tens centimetres, and cable is connected with Dynamic Optical Fiber grating demodulation instrument 5 and puts to the control room of monitoring ship.
The main mode that adopts bolt anchoring of acceleration transducer 3 is installed.On the lateral wall of pile pipe 1, be fixedly equiped with acceleration transducer mount pad, epoxy resin is smeared at bottom surface and bolt thread place at acceleration transducer 3, and be fixedly mounted on acceleration transducer mount pad with a king-bolt and primary screw degree of a will speed up sensor 3, ensure that bolt can be because the vibration of pile pipe 1 when the formation of pile gets loose.Acceleration transducer 3 and acceleration transducer mount pad are covered with enclosed protective shell outward, and enclosed protective shell is provided with the cable fairlead of drawing for the cable of acceleration transducer 3, and enclosed protective shell is fixedly connected with pile pipe 1.
The wire protecting structure of acceleration transducer 3 comprises rubber tube and angle steel; the cable of acceleration transducer 3 is coated with rubber tube and passes from cable fairlead; the part that the cable of acceleration transducer 3 passes cable fairlead is covered with angle steel in case principal vertical line cable is worn and corrodes, and angle steel is fixedly connected with pile pipe 1.
In sum, the underwater sand compaction pile formation of pile dynamic checkout unit that the utility model provides uses fiber grating earth pressure sensor 4 and fiber grating strain meter 2 for the measurement to pile pipe 1 bottom soil pressure and pile pipe 1 axial stress, the resistance sensor or the steel string type sensor that in traditional sand pile formation of pile testing arrangement, adopt are replaced, fiber-optic grating sensor is more suitable for using compared with under adverse circumstances seawater is medium, and signal transmission attenuation is little, can realize the remote transmission of signal.Acceleration transducer 3 is connected with vibration and dynamic signal acquisition analyzer 6 by cable, and fiber grating earth pressure sensor 4 is connected with Dynamic Optical Fiber grating demodulation instrument 5 by cable with fiber grating strain meter 2.The cable of fiber grating earth pressure sensor 4 is outside equipped with fiber grating earth pressure sensor wire protecting structure; the cable of fiber grating strain meter 2 is outside equipped with fiber grating strain meter wire protecting structure, and the cable of acceleration transducer 3 is outside equipped with acceleration transducer wire protecting structure.These wire protecting structures prevent that cable from use sustaining damage, corrosion-resistant anti-interference, have ensured the precision of test signal.The dynamic checkout unit that the utility model provides is not subject to impact and the restriction of ambient conditions, structural condition, is more suitable for underwater sand compaction pile formation of pile dynamic test.So the utility model has effectively overcome various shortcoming of the prior art and tool high industrial utilization.
Above-described embodiment is illustrative principle of the present utility model and effect thereof only, but not for limiting the utility model.Any person skilled in the art scholar all can, under spirit of the present utility model and category, modify or change above-described embodiment.Therefore, have in technical field under such as and conventionally know that the knowledgeable modifies or changes not departing from all equivalences that complete under spirit that the utility model discloses and technological thought, must be contained by claim of the present utility model.
Claims (10)
1. a underwater sand compaction pile formation of pile dynamic checkout unit, be connected with pile pipe, described pile pipe vertically place and for radial section be circular hollow cavity, described pile pipe comprise form described pile pipe main body pile body, be positioned at described pile body top stake top, be positioned at the stake end of described pile body bottom, the stake end that the bottom of described stake end is described pile pipe; The internal diameter of described stake end is greater than the internal diameter of described pile body, is provided with the end plate of the radial section that is parallel to described pile pipe in described stake end; It is characterized in that, described underwater sand compaction pile formation of pile dynamic checkout unit comprises:
Fiber grating earth pressure sensor, is fixed on described end plate;
Many group fiber grating strain meters, respectively organize described fiber grating strain meter and distribute from top to bottom along described pile pipe, are fixed on the lateral wall of described pile pipe; Every group comprises two described fiber grating strain meters, and described two fiber grating strain meters are mutually symmetrical with respect to the central axis of described pile pipe;
Two groups of acceleration transducers, described in two groups, acceleration transducer is installed in respectively on the stake top and the lateral wall at the stake end near described pile pipe; Every group comprises two described acceleration transducers, and two described acceleration transducers are mutually symmetrical with respect to the central axis of described pile pipe;
Described fiber grating earth pressure sensor, fiber grating strain meter are connected with Dynamic Optical Fiber grating demodulation instrument, described acceleration transducer is connected with vibration and dynamic signal acquisition analyzer, and described Dynamic Optical Fiber grating demodulation instrument and vibration and dynamic signal acquisition analyzer are all connected in control processor.
2. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 1; it is characterized in that: the cable of described fiber grating earth pressure sensor is outside equipped with fiber grating earth pressure sensor wire protecting structure; the cable of described fiber grating strain meter is outside equipped with fiber grating strain meter wire protecting structure, and the cable of described acceleration transducer is outside equipped with acceleration transducer wire protecting structure.
3. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 2, it is characterized in that: described fiber grating earth pressure sensor comprises body and cable lead division, the outer ring of described body is fixedly connected with steel plate and is fixedly connected on the bottom of described end plate by described steel plate, and the cable of described fiber grating earth pressure sensor is drawn from described cable lead division; On described end plate, offer the end plate through hole corresponding with described cable lead division, described cable lead division protrudes upward through described end plate through hole; On the tube wall of described pile pipe, offer tube wall through hole, the cable of described fiber grating earth pressure sensor passes outside described pile pipe through described tube wall through hole.
4. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 3, is characterized in that: described fiber grating earth pressure sensor wire protecting structure comprises rubber tube and steel pipe; The cable of described fiber grating earth pressure sensor is coated with described rubber tube, and the part that described rubber tube is positioned at described pile pipe inside is arranged with described steel pipe.
5. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 1, is characterized in that: each described fiber grating strain meter has four welding angles, and four described welding welded corner joints are on the lateral wall of described pile pipe.
6. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 5, is characterized in that: described fiber grating strain meter wire protecting structure comprises asbestos cloth, channel-section steel and rubber tube; On the lateral wall of described pile pipe, be fixed with the axially extended reinforcing bar along described pile pipe; The cable of described fiber grating strain meter is coated with described asbestos cloth bondage on described reinforcing bar; The cable and the described reinforcing bar that are coated with the described fiber grating strain meter of described asbestos cloth are covered with described channel-section steel outward, and it is 3/4 place of described pile pipe overall length and the lateral wall that is fixedly connected on described pile pipe that described channel-section steel extends to apart from the stake end from bottom to top; The part that bondage has the cable of the described fiber grating strain meter of described asbestos cloth to stretch out described channel-section steel is coated with rubber tube.
7. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 2, it is characterized in that: on the lateral wall of described pile pipe, be fixedly equiped with acceleration transducer mount pad, described acceleration transducer is fixedly mounted on described acceleration transducer mount pad; Described acceleration transducer and acceleration transducer mount pad are covered with enclosed protective shell outward, and described enclosed protective shell is provided with the cable fairlead of drawing for the cable of described acceleration transducer, and described enclosed protective shell is fixedly connected with described pile pipe.
8. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 7; it is characterized in that: described acceleration transducer wire protecting structure comprises rubber tube and angle steel; the cable of described acceleration transducer is coated with described rubber tube and passes described enclosed protective shell from described cable fairlead; the part that the cable of described acceleration transducer exposes to beyond described enclosed protective shell is covered with described angle steel, and described angle steel is fixedly connected with described pile pipe.
9. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 1, is characterized in that: the overall length of described pile pipe is 64.5m, is equipped with 1#～7# totally 7 testing sections from stake top a to base fabric; Described testing section is the radial section of described pile pipe and parallel to each other; Described 1# testing section is positioned at apart from stake end 62.5m place; 2# testing section is positioned at apart from stake end 52.5m place; 3# testing section is positioned at apart from stake end 22.5m place; 4# testing section is positioned at apart from stake end 12.5m place; 5# testing section is positioned at apart from stake end 6.5m place; 6# testing section is positioned at apart from stake end 2.5m place; 7# testing section is positioned at apart from stake end 0.25m place; Described fiber grating strain, in respect of seven groups, is laid in described 1# testing section successively to 7# testing section place; Described in two groups, acceleration transducer is laid in respectively described 1# testing section and 6# testing section place.
10. underwater sand compaction pile formation of pile dynamic checkout unit according to claim 1, is characterized in that: described acceleration transducer is current type sensor; The dynamic test frequency of described Dynamic Optical Fiber grating demodulation instrument is 256Hz.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420300697.XU CN203891027U (en) | 2014-06-06 | 2014-06-06 | Underwater compaction sand pile forming process dynamic testing device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420300697.XU CN203891027U (en) | 2014-06-06 | 2014-06-06 | Underwater compaction sand pile forming process dynamic testing device |
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| CN203891027U true CN203891027U (en) | 2014-10-22 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018506A (en) * | 2014-06-06 | 2014-09-03 | 中交上海三航科学研究院有限公司 | Pile-forming process dynamic testing device for underwater sand compaction pile |
| CN110397053A (en) * | 2019-07-30 | 2019-11-01 | 毛景权 | A kind of distribution type fiber-optic cofferdam monitoring system and method that can reject temperature influence |
-
2014
- 2014-06-06 CN CN201420300697.XU patent/CN203891027U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104018506A (en) * | 2014-06-06 | 2014-09-03 | 中交上海三航科学研究院有限公司 | Pile-forming process dynamic testing device for underwater sand compaction pile |
| CN104018506B (en) * | 2014-06-06 | 2015-11-25 | 中交上海三航科学研究院有限公司 | Underwater sand compaction pile formation of pile dynamic checkout unit |
| CN110397053A (en) * | 2019-07-30 | 2019-11-01 | 毛景权 | A kind of distribution type fiber-optic cofferdam monitoring system and method that can reject temperature influence |
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