CN204491611U - One pile for one column fully automatic hydraulic verticality-regulating system - Google Patents
One pile for one column fully automatic hydraulic verticality-regulating system Download PDFInfo
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- CN204491611U CN204491611U CN201420769895.0U CN201420769895U CN204491611U CN 204491611 U CN204491611 U CN 204491611U CN 201420769895 U CN201420769895 U CN 201420769895U CN 204491611 U CN204491611 U CN 204491611U
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Abstract
The utility model discloses one pile for one column fully automatic hydraulic verticality-regulating system, this system comprises laser inclinometer, hydraulic pressure vertical adjustment support, hydraulic pump and system control station, hydraulic pressure vertical adjustment support comprises balance steelframe and four jack, balance steelframe is sheathed on the upper outside of steel post, be rigidly connected between balance steelframe and steel post temporarily, four angles of balance steelframe are supported on ground respectively by jack, hydraulic pump is connected with each jack by fluid line, hydraulic pump is connected with system control station and controls by system control station, laser inclinometer is installed on the upper end sidepiece of steel post and can measures the verticality of steel post, the verticality information of the steel post recorded is sent to system control station by laser inclinometer, system control station according to verticality information to hydraulic pump sending controling instruction, control stretching with the level on adjustment steelframe surface thus steel post verticality being met the demands of four jack.It has high, the efficient and advantage of energy-conserving and environment-protective of vertical adjustment precision.
Description
Technical field
The utility model relates to civil engineering pile foundation construction field, is specifically related to a kind of system regulating bored pile steel post verticality.
Background technology
Underground construction reverse construction is a kind of advanced construction technology having minimizing foundation pit deformation, save support expense, shorten the construction period, and has the green construction advantages such as energy-saving and environmental protection.
Centre in deep foundation top-down method construction process is propped up organ timbering and is made up of concrete pile and steel post, and the upper end that described steel post is inserted in described concrete pile is inner.Wherein, in the middle of a part, the steel post of an organ timbering is a kind of temporary structure bar of Replacing engineering structural column in reverse construction process, and it is mainly used in the deadweight and the working load that support the agent structure system that top completes; In the middle of another part, the steel post of an organ timbering is permanent structure, and after Underground Construction is completed, the general external wrapping concrete of steel post, as basement structure post.As location and the necessary strict control accuracy of verticality of the steel post of permanent structure, to meet design requirement.Otherwise the additional bending moment of steel post can be increased, cause the stressed deviation of structure, thus cause structural deterioration.
Vertical adjustment technique existing at present mainly contains following several: four kinds of vertical adjustment technology such as hole lower gasbag vertical adjustment method, Kong Xia mechanism vertical adjustment method, ground locating rack vertical adjustment method, guide thimble vertical adjustment method.All methods equal Shortcomings part in vertical adjustment quality and economy above, hole lower gasbag vertical adjustment method air bag itself easily destroys, and recovery difficult is large, and cost is high, and lack of wisdom deviation survey equipment, and degree of regulation is not high; The Kong Xia mechanism quality requirement of vertical adjustment method to natural hole wall is too high, and vertical adjustment facility maintenance difficulty under hole, regulate efficiency lower; Ground locating rack vertical adjustment method, efficiency is low, and labor strength is large, random large; Pilot sleeve vertical adjustment method is also random large, vertical adjustment quality and precision is not high, workman's amount of labour is large.
Therefore be necessary to develop that a kind of vertical adjustment is effective, efficiency is high, the one pile for one column fully automatic hydraulic verticality-regulating system of simple operation.
Utility model content
The purpose of this utility model is the weak point for existing vertical adjustment method, provide a kind of can high accuracy, high efficiency, high intelligence and the one pile for one column fully automatic hydraulic verticality-regulating system of energy-conserving and environment-protective.
For solving the problems of the technologies described above, the utility model provides following technical scheme:
One pile for one column fully automatic hydraulic verticality-regulating system, comprise laser inclinometer, hydraulic pressure vertical adjustment support, hydraulic pump and system control station, described hydraulic pressure vertical adjustment support comprises balance steelframe and four jack, described balance steelframe is sheathed on the upper outside of described steel post, be rigidly connected between described balance steelframe and described steel post temporarily, four angles of described balance steelframe are supported on ground respectively by described jack, described hydraulic pump is connected with each described jack by fluid line, described hydraulic pump is connected with described system control station and controls by system control station, described laser inclinometer is installed on the upper end sidepiece of described steel post and can measures the verticality of described steel post, the verticality information of the steel post recorded is sent to described system control station by described laser inclinometer, described system control station is according to described verticality information stretching to regulate the level on described balance steelframe surface thus to make steel post verticality meet the demands by described hydraulic pump control four jack.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, described laser inclinometer comprises deviational survey surface-mounted integrated circuit, generating laser and containment vessel, described deviational survey surface-mounted integrated circuit and described generating laser are fixedly installed in described containment vessel respectively, described deviational survey surface-mounted integrated circuit has a measurement axis, described deviational survey surface-mounted integrated circuit can measure the angle between described measurement axis and natural vertical line, the laser of described generating laser and described measurement axis being parallel, described containment vessel is offered the borrow light structure for laser injection, described laser parallels with the axis of described steel post.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, also comprise a light target, described laser inclinometer is fixed on the upper end sidepiece of steel post by a guiding mechanism, when described light target is installed on the diverse location of same bus of steel post, by regulating guiding mechanism to make the invariant position of laser on light target, thus after making the installation of laser inclinometer fixing, the laser of generating laser parallels with the axis of steel post.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, described guiding mechanism comprises junction plate, adjustment plate and screw guiding mechanism, described junction plate is vertically fixedly installed on steel post, described containment vessel is fixedly installed on the middle part of described adjustment plate, and described adjustment plate is installed on described junction plate by screw guiding mechanism; Described screw guiding mechanism comprises some positioning bolts, and described some positioning bolts are distributed in the surrounding of described adjustment plate, and described adjustment plate is corresponding with on described junction plate offers the screwed hole matched with described positioning bolt.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, described borrow light structure comprises transparent glass, with the housing screw of loophole, sealing mat and fluid sealant, described containment vessel is offered printing opacity shoulder hole, described printing opacity shoulder hole comprises and setting gradually from the inside to the outside and coaxially through screwed hole and through hole, the internal diameter of described screwed hole is greater than the internal diameter of described through hole, the diapire of described screwed hole is provided with sealing mat from inside to outside successively, transparent glass, the housing screw of another sealing mat and band loophole, the housing screw of described band loophole and described screw hole also compress described transparent glass, between the housing screw that described fluid sealant is arranged at described band loophole and screwed hole, described sealing mat and described transparent glass, and between the housing screw of described band loophole and another sealing mat described.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, described microlaser is installed on the through hole end of described printing opacity shoulder hole by a microlaser mount pad and a hold-down screw, described microlaser mount pad is offered and wears for laser the loophole penetrated.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, also comprise signal transmitting antenna and signal receiving antenna, described signal transmitting antenna and signal receiving antenna are connected with described system control station with described laser inclinometer respectively.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, described system control station is also provided with a touching type operation screen, the vertical adjustment precision of steel post and real-time verticality situation can be shown by described touching type operation screen, input vertical adjustment precision, select manual mode or automatic operation mode and input the stroke of each jack when manual mode.
Utility model is from above disclosed technical scheme, and compared with prior art, the beneficial effects of the utility model are as follows:
The utility model adopts the verticality of laser inclinometer to steel post to detect, there is vertical adjustment precision high, high efficiency, high intelligence and energy-conserving and environment-protective advantage, the verticality of described steel post can be measured by described laser inclinometer, the verticality information of the steel post recorded is sent to described system control station by described laser inclinometer, after described system control station receives the data transmitted by laser inclinometer, by automatic calculating, vertical adjustment scheme can be generated, namely by controlling to adopt with it the hydraulic pump that is connected of wire to transfer the flexible of jack on vertical adjustment support, realize the vertical adjustment of steel post.System control station pre-sets vertical adjustment precision by operating personnel, and after reaching precision, vertical adjustment stops automatically.This verticality-regulating system is not the cluster tool of dispersion, but complete device systems, the intelligent full-automatic high precision vertical adjustment to steel post can be realized, and without any abandoning part in vertical adjustment process, armamentarium is all recyclable, can not cause the wasting of resources and environment pollution.
Accompanying drawing explanation
Fig. 1 is the structural representation of the one pile for one column fully automatic hydraulic verticality-regulating system of the utility model one embodiment;
Fig. 2 is the structural representation of hydraulic pressure vertical adjustment support in the utility model one embodiment;
Fig. 3 is the assembly structure schematic diagram of hydraulic pressure vertical adjustment support and steel post in the utility model one embodiment;
Fig. 4 is the structure cross-sectional schematic of laser inclinometer in the utility model one embodiment;
Fig. 5 is that in the utility model one embodiment, laser inclinometer is installed on the structural representation on steel post;
Fig. 6 is the structural representation of borrow light structure in the utility model one embodiment;
Fig. 7 is that in the utility model one embodiment, laser inclinometer and light target are installed on the structural representation on the steel post of traverse;
Fig. 8 is the schematic top plan view of Fig. 7;
Fig. 9 is the schematic diagram of light target in the utility model one embodiment.
In figure: 1-steel post, 2-laser inclinometer, 21-deviational survey surface-mounted integrated circuit, 22-containment vessel, 221-printing opacity shoulder hole, 23-microlaser, 24-positioning bolt, 25-adjusts plate, 26-laser, 27-measures axis, the axis of 28-steel post, 29-borrow light structure, 291-transparent glass, 292-is with the housing screw of loophole, 293-sealing mat, 3-wire, 4-signal transmitting antenna, 5-signal receiving antenna, 6-jack, 7-hydraulic pump, 8-touching type operation shields, 9-system control station, 10-fluid line, 11-balances steelframe, 12-holes pile lining, 13-locates adjusting rod, 14-guide thimble, 15-junction plate, 151-end plate, 16-light target installation reference line, 17-microlaser mount pad, 18-hold-down screw, 19-light target.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the one pile for one column fully automatic hydraulic verticality-regulating system that the utility model proposes is described in further detail.According to the following describes and claims, advantage of the present utility model and feature will be clearer.It should be noted that, accompanying drawing all adopts the form that simplifies very much and all uses non-ratio accurately, only in order to object that is convenient, aid illustration the utility model embodiment lucidly.
Design of the present utility model is: this verticality-regulating system is primarily of laser inclinometer, hydraulic pressure vertical adjustment support, oil pump and system control station four large core composition, hydraulic pressure vertical adjustment support is landed by four jack legs, vertical adjustment support and steel post just connect temporarily, steel post axes normal is in balance steelframe surface, can the level on adjustment steelframe surface by the alternately flexible of four jack, realize steel post thus vertical.The verticality of steel post is measured by laser inclinometer, then system control station is transferred data to, after system control station calculates manner of execution, instruction is assigned to hydraulic pump pump, hydraulic pump connects with vertical adjustment support, jack, stretching by four legs, leveling vertical adjustment support, realizes steel post vertical.
Composition graphs 1 to Fig. 9, present embodiment discloses one pile for one column fully automatic hydraulic verticality-regulating system, comprise laser inclinometer 2, hydraulic pressure vertical adjustment support, hydraulic pump 7 and system control station 9, described hydraulic pressure vertical adjustment support comprises balance steelframe 11 and four jack 6, described balance steelframe 11 is sheathed on the upper outside of described steel post 1, in the present embodiment, described balance steelframe is the cross rigid balancing steelframe be welded by shaped steel, be rigidly connected between described balance steelframe 11 and described steel post 1 temporarily, that is between described balance steelframe 11 with described steel post 1, detachable rigidity is connected, in the present embodiment, described balance steelframe 11 and described steel post 1 adopt guide thimble 14 to be rigidly connected with location adjusting rod 13 temporarily, four angles of described balance steelframe 11 are supported on ground respectively by described jack 6, in the present embodiment, described hydraulic pump 7 is connected with each described jack 6 by fluid line 10, described hydraulic pump 7 is connected with described system control station 9 and controlled by described system control station 9, described laser inclinometer 2 is installed on the upper end sidepiece of described steel post 1 and can measures the verticality of described steel post 1, the verticality information of the steel post 1 recorded is sent to described system control station 9 by described laser inclinometer 2, described system control station 9 controls the flexible to regulate the level on described balance steelframe 11 surface thus to make steel post 1 verticality meet the demands of four jack 6 according to described verticality information by described hydraulic pump 7, that is, described system control station 9 according to described verticality information to described hydraulic pump 7 sending controling instruction, control the flexible to regulate the level on described balance steelframe 11 surface thus to make steel post 1 verticality meet the demands of four jack 6.That is, stretching by jack 6, can balance steelframe 11 leveling, and the axes normal of steel post 1 is in balance steelframe 11 place plane, and after the leveling of balance steelframe 11, namely steel post 1 reaches vertical.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, also comprise signal transmitting antenna 4 and signal receiving antenna 5, described signal transmitting antenna 4 is connected with described system control station 9 respectively by respective wire 3 and described laser inclinometer 2 with signal receiving antenna 5.That is, described laser inclinometer 2 can transmit data to system control station 9.In addition, in the present embodiment, described laser inclinometer 2 has data disaply moudle (not shown) in addition, can show the steel post verticality data recorded.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, described system control station 9 is also provided with a touching type operation screen 8, the vertical adjustment precision of steel post 1 and real-time verticality situation can be shown by described touching type operation screen 8, input vertical adjustment precision, select manual mode or automatic operation mode and input the stroke of each jack 6 when manual mode.
Preferably; in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system; described laser inclinometer comprises deviational survey surface-mounted integrated circuit 21, generating laser 23 and containment vessel 22; described deviational survey surface-mounted integrated circuit 21 is fixedly installed in described containment vessel 22 with described generating laser 23 generating laser 23 respectively; described deviational survey surface-mounted integrated circuit 21 has a measurement axis 27;, described deviational survey surface-mounted integrated circuit 21 can measure the angle between described measurement axis 27 and natural vertical line.Described natural vertical line refers to the line of object center of gravity and center of gravity of earth, is equivalent to plumb line.The laser 26 that described generating laser 23 sends is parallel with described measurement axis 27, described containment vessel 22 is offered the borrow light structure 29 penetrated for laser 26.Described containment vessel 22 is installed on steel post 1, and described laser 26 parallels with the axis of described steel post 1.The utility model laser inclinometer 2 is by generating laser 23 and the ingenious combination of deviational survey surface-mounted integrated circuit 21; microlaser 23 and deviational survey surface-mounted integrated circuit 21 are arranged in a containment vessel 22 cleverly; the laser 26 of generating laser 23 parallels with the measurement axis of deviational survey surface-mounted integrated circuit 21 and the axis of steel post 1 respectively; because described deviational survey surface-mounted integrated circuit 21 can measure the angle between described measurement axis 27 and natural vertical line; therefore, deviational survey surface-mounted integrated circuit 21 can measure the verticality of the axis of steel post 1 in real time.On the one hand, adopt deviational survey surface-mounted integrated circuit 21 to calculate the verticality of steel post 1, its certainty of measurement can reach more than 1/2500, thus, effectively can improve the squareness measurement precision of steel post 1; On the other hand, because deviational survey surface-mounted integrated circuit 21 adopts electronic signal to calculate gradient completely, it is more convenient to calculate, and can realize automation and measure in real time, measures efficiency high; Again on the one hand, due to described laser inclinometer 2 can Reusability on different steel posts 1, therefore reusable, there is advantage that is lossless, low cost.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, also comprise a light target 19, described laser inclinometer 2 is fixed on the upper end sidepiece of steel post 1 by a guiding mechanism, when described light target 19 is installed on the diverse location of same bus of steel post 1, by regulating guiding mechanism to make the invariant position of laser on light target 19, thus after making the installation of laser inclinometer fixing, the laser of generating laser 23 parallels with the described axis of steel post 1.The axis of described steel post 1 is parallel with the bus of described steel post 1.That is the laser 26 of generating laser 23 is equipped with light target 19 laser of laser inclinometer can be made parallel with a certain bus on steel post 1, namely the bus on steel post 1 is found, make laser inclinometer quick and precisely location can be installed on steel post 1, the principle of deviational survey surface-mounted integrated circuit 21 just can be utilized afterwards to read perpendicularity deviation on steel post 1 in real time.Wherein, the bus of steel post 1 refers to, the line that the side surface of steel post parallels with the axis of steel post 1.The diverse location being installed on the same bus of steel post 1 when described light target 19 refers to that light target 19 is installed on the different installation reference lines 16 (incorporated by reference to consulting Fig. 8) of steel post 1, described installation reference line is the line segment drawing some intervals on the side surface of steel post 1 along the axis direction of steel post 1, these installation reference line conllinear, i.e. a common bus.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, preferably, described adjust structure comprises junction plate 15, adjustment plate 25 and screw guiding mechanism, described junction plate 15 is vertically fixedly installed on steel post 1, one end of junction plate 15 described in the present embodiment is provided with end plate 151, described end plate 151 is connected with described junction plate 15 is perpendicular, described junction plate 15 is vertically fixedly installed on steel post 1 by described end plate 151, concrete, described end plate 151 is fixedly installed on the external surface of steel post 1.In the present embodiment, described end plate 151 is welded and fixed with described steel post 1.Described containment vessel 22 is fixedly installed on the middle part of described adjustment plate 25, and described adjustment plate 25 is installed on described junction plate 15 by screw guiding mechanism.The adjust structure of said structure has structure simply, advantage easy to adjust.
Preferably, described screw guiding mechanism comprises some positioning bolts 24, and described some positioning bolts 24 are distributed in the surrounding of described adjustment plate 25, and described adjustment plate 25 is corresponding with on described junction plate 15 offers the screwed hole matched with described positioning bolt 24.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic verticality-regulating system, described borrow light structure 29 comprises transparent glass 291, housing screw 292 with loophole, sealing mat 293 and fluid sealant (not shown), described containment vessel 22 offers printing opacity shoulder hole 221, described printing opacity shoulder hole 221 comprises and setting gradually from the inside to the outside and coaxially through screwed hole and through hole, the internal diameter of described screwed hole is greater than the internal diameter of described through hole, the diapire of described screwed hole is provided with sealing mat 293 from inside to outside successively, transparent glass 291, the housing screw 292 of another sealing mat 293 and band loophole, the housing screw 292 of described band loophole is with described screw hole and compress described transparent glass 291, between the housing screw 292 that described fluid sealant is arranged at described band loophole and screwed hole, described sealing mat 293 and described transparent glass 291, and between the housing screw 292 of described band loophole and another sealing mat 293 described.That is, transparent glass 291 is embedded in printing opacity shoulder hole 221 place of containment vessel and is equipped with rubber gasket 293 and fluid sealant with the housing screw 292 of band loophole and compresses transparent glass 291 and keep sealing waterproof.The borrow light structure 29 adopting said structure to install, not only can allow laser 26 penetrate smoothly, and foreign matter can be avoided to pollute the deviational survey surface-mounted integrated circuit 21 and the generating laser 23 that are positioned at containment vessel 22 inside.
In the present embodiment; in order to make the structure of containment vessel 22 inside compacter; described microlaser 23 is installed on the through hole end of described printing opacity shoulder hole 221 by a microlaser mount pad 17 and a hold-down screw 18, described microlaser mount pad 17 is offered and wears for laser the loophole penetrated.The borrow light structure 29 of the laser that described microlaser 23 sends on containment vessel 22 penetrates containment vessel 22.
Please continue to refer to Fig. 1 to Fig. 9, the using method of the utility model one pile for one column fully automatic hydraulic verticality-regulating system is as follows:
Step one, before steel post 1 puts into earth drilling, operating personnel install laser inclinometer 2 in the upper end of steel post 1, make the axis being parallel of the laser of laser inclinometer 2 and described steel post 1.Laser inclinometer 2 both containing data display function, also containing data emission function, treat follow-up transfer steel post 1 after, steel post 1 perpendicularity deviation data can show by laser inclinometer 2, and can be wirelessly transmitted to system control station 9.
Preferably, in above-mentioned one pile for one column fully automatic hydraulic vertical adjustment method, when described light target 19 is installed on the diverse location of same bus of steel post 1, by regulating guiding mechanism to make the invariant position of laser 26 on light target 19, thus the laser 26 that after making laser inclinometer 2 installation fixing, laser inclinometer 2 sends parallels with the axis of steel post 1.Specifically comprise: Fig. 7 and Fig. 8 please be consulted by emphasis, first steel post 1 be lain on the ground, and by guiding mechanism, laser inclinometer 2 is tentatively installed on one end sidepiece of steel post 1, make laser 26 almost parallel with the axis of steel post 1; Then, the side surface of steel post 1 is drawn some light target installation reference lines 16, each light target installation reference line 16 conllinear and with the axis being parallel of steel post 1; Then, light target 19 is positioned over and leaves on nearest light target installation reference line 16 position of laser inclinometer 2, write down the position of laser 26 on described light target 19, as shown in Figure 7, the position of laser 26 on light target 19 is A point, and the coordinate in the coordinate plane of light target 19 is (xo, yo); Then, light target 19 is moved on other any one light target installation reference line 16 positions, make when light target 19 moves to other any one light target installation reference line 16 positions by regulating guiding mechanism, the position of laser on light target 19 is identical in the position of light target 19 with the laser 26 previously write down, and namely guarantees the A point position of laser light target 19; Finally, by guiding mechanism, laser inclinometer 2 is fixed on steel post 1, especially by the positioning bolt 24 in guiding mechanism, the adjustment plate 25 being provided with containment vessel 22 is adjusted, on the identical point making laser 26 drop on light target 19 all the time namely on A point.The laser 26 utilizing microlaser 23 in laser inclinometer 2 to send is equipped with on the same bus of light target 19 on steel post 1 and moves to far-end from the near-end of laser inclinometer, makes laser 26 and the described axis being parallel on steel post 1; Finally, laser inclinometer is fixed on steel post 1, thus completes the Fast Installation location of laser inclinometer on steel post 1, make the axis being parallel of the laser inclinometer 2 after locating and steel post 1.
Step 2, hangs in boring by steel post 1, and hydraulic pressure vertical adjustment support is in place, and hydraulic pressure vertical adjustment support and steel post 1 are rigidly connected temporarily, and hydraulic pump 7 and each jack 6 are connected, and hydraulic pump 7 is communicated with system control station 9 wire.
Step 3, opens system control station 9 power supply, selects Artificial Control or automatically controls, and when automatically controlling, only need set vertical adjustment precision, presses and automatically regulates button can complete adjusting verticality of steel column process by system control station full-automatic regulation; During Artificial Control, adjust the stroke of each jack 6 according to the verticality situation of steel post 1, until steel post 1 verticality reaches after in allowed band.
Step 4, after vertical adjustment terminates, after concreting in steel post 1 and concrete reach design strength, remove laser inclinometer 2 and hydraulic pressure vertical adjustment support, vanning is preserved and maintains, in order to use next time.
In sum, the utility model beneficial effect is as follows: the utility model provide a kind of can high accuracy, high efficiency, high intelligence and the one pile for one column fully automatic hydraulic verticality-regulating system of energy-conserving and environment-protective.This verticality-regulating system is not the cluster tool of dispersion, but complete device systems, the intelligent full-automatic high precision vertical adjustment to steel post can be realized, and without any abandoning part in vertical adjustment process, armamentarium is all recyclable, can not cause the wasting of resources and environment pollution.
Claims (8)
1. one pile for one column fully automatic hydraulic verticality-regulating system, it is characterized in that, comprise laser inclinometer, hydraulic pressure vertical adjustment support, hydraulic pump and system control station, described hydraulic pressure vertical adjustment support comprises balance steelframe and four jack, described balance steelframe is sheathed on the upper outside of steel post, be rigidly connected between described balance steelframe and described steel post temporarily, four angles of described balance steelframe are supported on ground respectively by described jack, described hydraulic pump is connected with each described jack by fluid line, described hydraulic pump is connected with described system control station and controls by system control station, described laser inclinometer is installed on the upper end sidepiece of described steel post and can measures the verticality of described steel post, the verticality information of the steel post recorded is sent to described system control station by described laser inclinometer, described system control station is according to described verticality information stretching to regulate the level on described balance steelframe surface thus to make steel post verticality meet the demands by described hydraulic pump control four jack.
2. one pile for one column fully automatic hydraulic verticality-regulating system as claimed in claim 1, it is characterized in that, described laser inclinometer comprises deviational survey surface-mounted integrated circuit, generating laser and containment vessel, described deviational survey surface-mounted integrated circuit and described generating laser are fixedly installed in described containment vessel respectively, described deviational survey surface-mounted integrated circuit has a measurement axis, described deviational survey surface-mounted integrated circuit can measure the angle between described measurement axis and natural vertical line, the laser of described generating laser and described measurement axis being parallel, described containment vessel is offered the borrow light structure for laser injection, described laser parallels with the axis of described steel post.
3. one pile for one column fully automatic hydraulic verticality-regulating system as claimed in claim 2, it is characterized in that, also comprise a light target, described laser inclinometer is fixed on the upper end sidepiece of steel post by a guiding mechanism, when described light target is installed on the diverse location of same bus of steel post, by regulating guiding mechanism to make the invariant position of laser on light target, thus after making the installation of laser inclinometer fixing, the laser of generating laser parallels with the axis of steel post.
4. one pile for one column fully automatic hydraulic verticality-regulating system as claimed in claim 3, it is characterized in that, described guiding mechanism comprises junction plate, adjustment plate and screw guiding mechanism, described junction plate is vertically fixedly installed on steel post, described containment vessel is fixedly installed on the middle part of described adjustment plate, and described adjustment plate is installed on described junction plate by screw guiding mechanism; Described screw guiding mechanism comprises some positioning bolts, and described some positioning bolts are distributed in the surrounding of described adjustment plate, and described adjustment plate is corresponding with on described junction plate offers the screwed hole matched with described positioning bolt.
5. one pile for one column fully automatic hydraulic verticality-regulating system as claimed in claim 2, it is characterized in that, described borrow light structure comprises transparent glass, with the housing screw of loophole, sealing mat and fluid sealant, described containment vessel is offered printing opacity shoulder hole, described printing opacity shoulder hole comprises and setting gradually from the inside to the outside and coaxially through screwed hole and through hole, the internal diameter of described screwed hole is greater than the internal diameter of described through hole, the diapire of described screwed hole is provided with sealing mat from inside to outside successively, transparent glass, the housing screw of another sealing mat and band loophole, the housing screw of described band loophole and described screw hole also compress described transparent glass, between the housing screw that described fluid sealant is arranged at described band loophole and screwed hole, described sealing mat and described transparent glass, and between the housing screw of described band loophole and another sealing mat described.
6. one pile for one column fully automatic hydraulic verticality-regulating system as claimed in claim 5, it is characterized in that, described generating laser is installed on the through hole end of described printing opacity shoulder hole by a microlaser mount pad and a hold-down screw, described microlaser mount pad is offered and wears for laser the loophole penetrated.
7. one pile for one column fully automatic hydraulic verticality-regulating system as claimed in claim 1, it is characterized in that, also comprise signal transmitting antenna and signal receiving antenna, described signal transmitting antenna and signal receiving antenna are connected with described system control station with described laser inclinometer respectively.
8. one pile for one column fully automatic hydraulic verticality-regulating system as claimed in claim 1, it is characterized in that, described system control station is also provided with a touching type operation screen, the vertical adjustment precision of steel post and real-time verticality situation can be shown by described touching type operation screen, input vertical adjustment precision, select manual mode or automatic operation mode and input the stroke of each jack when manual mode.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420769895.0U CN204491611U (en) | 2014-12-08 | 2014-12-08 | One pile for one column fully automatic hydraulic verticality-regulating system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201420769895.0U CN204491611U (en) | 2014-12-08 | 2014-12-08 | One pile for one column fully automatic hydraulic verticality-regulating system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499485A (en) * | 2014-12-08 | 2015-04-08 | 上海建工集团股份有限公司 | One-column one-pile full-automatic hydraulic verticality adjusting system and method |
| CN105926622A (en) * | 2016-05-06 | 2016-09-07 | 浙江金筑交通建设有限公司 | Drilling pile casing guide device provided with calibration mechanisms and control method |
-
2014
- 2014-12-08 CN CN201420769895.0U patent/CN204491611U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499485A (en) * | 2014-12-08 | 2015-04-08 | 上海建工集团股份有限公司 | One-column one-pile full-automatic hydraulic verticality adjusting system and method |
| CN104499485B (en) * | 2014-12-08 | 2017-01-04 | 上海建工集团股份有限公司 | One pile for one column fully automatic hydraulic verticality-regulating system and vertical adjustment method |
| CN105926622A (en) * | 2016-05-06 | 2016-09-07 | 浙江金筑交通建设有限公司 | Drilling pile casing guide device provided with calibration mechanisms and control method |
| CN105926622B (en) * | 2016-05-06 | 2017-12-29 | 浙江金筑交通建设有限公司 | Drilling casing guider and control method provided with correcting mechanism |
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