CN201819824U - Soil body preparation device for imitating slope seabed - Google Patents
Soil body preparation device for imitating slope seabed Download PDFInfo
- Publication number
- CN201819824U CN201819824U CN2010205235354U CN201020523535U CN201819824U CN 201819824 U CN201819824 U CN 201819824U CN 2010205235354 U CN2010205235354 U CN 2010205235354U CN 201020523535 U CN201020523535 U CN 201020523535U CN 201819824 U CN201819824 U CN 201819824U
- Authority
- CN
- China
- Prior art keywords
- soil
- soil body
- sliding
- motor
- sea bed
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Landscapes
- Underground Or Underwater Handling Of Building Materials (AREA)
Abstract
The utility model relates to a soil body preparation device for imitating a slope seabed, which is characterized by comprising a transparent soil groove, the left and the right side walls of which are respectively and vertically provided with a support structure; each support structure is provided with a cross beam with adjustable horizontal height; an inclined beam is arranged on the two cross beams; the inclined beam is provided with a sliding track which is provided with a sliding block connected with a scraping plate; the front and the rear side walls of the soil groove are respectively provided with a horizontal bracket; one end of each horizontal bracket is provided with a fan-shaped supporting plate provided with an arc-shaped sliding groove, and the other end is provided with a support seat; the two support seats are respectively articulated with a sliding rail; the other ends of the two sliding rails are arranged in the arc-shaped sliding grooves arranged at the corresponding sides and are locked by a locking device; the two sliding rails are provided with a sand spray truck in a spanning way; the soil groove is externally provided with a motor, an output end of which is provided with a winding wheel which is fixedly connected with a stay rope; and the other end of the stay rope sequentially moves round two fixed pulleys arranged on the support structure at one side and then is used for hanging one of the sliding block and the sand spray truck.
Description
Technical field
The utility model relates to the preparation facilities of simulating seabed soil, particularly about a kind of soil body preparation facilities of analog ramp sea bed.
Background technology
In the seabed, the sea bed with certain angle of inclination has bigger ubiquity than horizontal sea bed.The chiltern sea bed in coastal waters and continental slope marine site generally has 0～30 ° pitch angle.The existence of slope sea bed will cause the stability on the throne of seafloor structure to reduce greatly, easier generation slip unstability on the throne under environmental load.Therefore, tubing and when carrying out other basic construction on the sea bed of slope generally need first analog ramp sea bed to test, and the analog ramp sea bed often need prepare corresponding seabed soil.Yet the preparation facilities and the method for existing seabed soil are primarily aimed at the situation of horizontal sea bed.For the preparation of the slope soil body, land method commonly used is that base plate one side is jack-uped, and lays then to form, if this method is used for the seabed, the result can make original deposition process change.And in the process of the test of analog ramp sea bed, the deposition process of seabed soil is also very important.
Summary of the invention
At the problems referred to above, the purpose of this utility model provides a kind of soil body preparation facilities of simulating thalassogenic sedimentation process, easy to operate analog ramp sea bed.
For achieving the above object, the utility model is taked following technical scheme: a kind of soil body preparation facilities of analog ramp sea bed, it is characterized in that: it comprises a transparent soil box, described soil box and arranged on left and right sides wall vertically is provided with a supporting construction respectively, each described supporting construction is provided with the adjustable crossbeam of a level height, and two described crossbeams are provided with a cant beam; Be provided with sliding rail along described cant beam, described sliding rail is provided with slide block, is connected with a scraper plate on the described slide block; Described soil box is respectively arranged with a horizontal stand on the forward and backward two side, one end of each described horizontal stand is provided with a fan-shaped support plate, be respectively arranged with an arc chute on the two described fan-shaped support plates, the other end of each described horizontal stand is provided with a bearing, the hinged slide rail of difference on the two described bearings, the other end of two described slide rails is arranged in the described arc chute of a corresponding side, and locks by locking device; Two described slide rails are put on the shelf and are provided with one and spill the sand car; Described soil box outer setting has a motor, described motor output end is provided with elevator wheel, described elevator is taken turns a fixedly connected drag-line, after the other end of described drag-line is walked around two fixed pulleys that are arranged on the described supporting construction of a side successively, be used to hang described slide block and spill the sand car one of them.
Described motor adopts stepper motor.
Described motor adopts servomotor.
The utility model is owing to take above technical scheme, it has the following advantages: 1, the utility model is by being arranged on horizontal stand, fan-shaped support plate and the slide rail on the soil box sidewall, can be located at the soil box top with spilling the sand vehicle frame, spill the sand car along the slide rail to-and-fro movement, can be laid on the sand material in the soil box from level to level, simultaneously, can be according to the density of the soil structures of sand material character and pre-preparation, constantly regulate the height of the arc chute one end slide rail that is arranged on fan-shaped support plate, the height of sand spacing soil body surface is spilt in adjusting, completes until soil structures.2, the utility model is by being arranged on supporting construction and the crossbeam on the soil box sidewall, can regulate the angle of inclination of cant beam, make its soil structures gradient consistent with pre-preparation, by being arranged on slide block and the scraper plate on the cant beam, the further gradient of the accuracy controlling soil body, guarantee the flatness of ramped surfaces, finally obtain the soil structures identical, to be used for the analog ramp sea bed with the soil structures gradient of pre-preparation.3, the utility model is by laying the sand material layer by layer, and constantly regulates and spill the height of sand spacing soil body surface, can prepare the soil structures of different relative compactions, with the deposition process of simulation slope, seabed sea bed.4, therefore the utility model, can regulate the speed of travel of spilling the sand car by motor owing to the sand speed of spilling of spilling the sand car is constant, makes and spills the walking of sand car speed change, makes the laying depth inconsequent of the soil body, the soil body that has certain slope with formation; Also can make and spill the sand car and at the uniform velocity walk, and then make the laying depth self-consistentency of the soil body.The utility model structural design is ingenious, and is easy to operate, can be widely used in the soil body preparation process of analog ramp sea bed.
Description of drawings
Fig. 1 is the utility model device mode of operation one structural representation
Fig. 2 is the utility model horizontal stand, fan-shaped support plate and rail structure synoptic diagram
Fig. 3 is the utility model device mode of operation two structural representations
Embodiment
Below in conjunction with drawings and Examples the utility model is described in detail.
As shown in Figure 1, the utility model device comprises the soil box 1 that a transparent material is made, on soil box 1 left and right relative two side, a supporting construction 2 is set vertically respectively, each supporting construction 2 is provided with the two ends of adjustable crossbeam 3, one cant beams 4 of a level height and sets up and be fixed on two crossbeams 3.As required, can pass through to regulate the height of two crossbeams 3, and then regulate the angle of inclination of cant beam 4.Be provided with sliding rail along cant beam 4, sliding rail is provided with slide block 5, and slide block 5 belows are provided with a scraper plate 6.Soil box 1 outer setting has a motor 7, and motor 7 output terminals are provided with elevator wheel 8, and elevator is taken turns an end of 8 fixedly connected drag-lines 9, and the other end of drag-line 9 is hung on the slide block 5 after walking around two fixed pulleys 10 that are arranged on the lateral support structure 2 successively.
As shown in Figure 1 and Figure 2, be respectively arranged with a horizontal stand 11 on soil box 1 forward and backward relative two side, an end of each horizontal stand 11 is provided with on a fan-shaped support plate 12, two fan-shaped support plates 12 and is respectively arranged with an arc chute 13.The other end of each horizontal stand 11 is by an end of a bearing 14 hinged slide rails 15, and the other end of two slide rails 15 can move in corresponding arc chute 13 respectively, and can lock by locking device.Two slide rails 15 are put on the shelf and are provided with one and spill sand car 16, and the other end of drag-line 9 is hung on and spills on the sand car 16 after also can walking around two fixed pulleys 10 that are arranged on the lateral support structure 2 successively.
When the utility model carries out soil body laying, need be according to the density of the soil structures 17 of sand material character (as particle diameter, viscosity etc.) and pre-preparation, the distance of sand car 16 apart from soil body surface spilt in adjusting, at this moment, can realize as long as adjust slide rail 15 height and the locking that are positioned at arc chute 13 1 ends.Spill sand car 16 along slide rail 15 to-and-fro movements, the sand material can be laid in the soil box 1 from level to level, in this process, can also constantly regulate the height that is arranged on arc chute 13 1 end slide rails 15, complete until soil structures 17.
When the utility model carries out soil body laying simultaneously,, therefore, can spill the speed of travel of sand car 16, make and spill the walking of sand car 16 speed changes, regulate the laying depth of the soil body, the soil body that has certain slope with formation by adjusting owing to the sand speed of spilling of spilling sand car 16 is constant; Also can not regulate the speed of travel of spilling sand car 16, make and spill sand car 16 and at the uniform velocity walk, and then make the laying depth self-consistentency of the soil body.
As shown in Figure 1, during the concrete operations of the utility model device, may further comprise the steps:
1) slide rail 15 1 ends is installed on the bearing 14 of soil box 1 top, horizontal support 11, regulate the height of slide rail 15 in the arc chute 13 of fan-shaped support plate 12, to spill sand car 16 is erected on the slide rail 15, the other end with drag-line 9 fixedly connected on motor 7 output terminals, the elevator wheel 8, after walking around two fixed pulleys 10 that are arranged on the lateral support structure 2 successively, be hung on and spill on the sand car 16.
2) starter motor 7 drives 8 pullings of elevator wheel and spills sand car 16 variable-speed operations, the sand material that spills in the sand car 16 is spilled in the soil box 1, obtain the soil structures 17 of rough approximation, untie drag-line 9 then and spill being connected of sand car 16, take off and spill sand car 16 and slide rail 15 in the pre-preparation gradient.
3) according to the gradient of the soil structures 17 of pre-preparation, regulate the height of two crossbeams 3 on respective support structure 2, and cant beam 4 is arranged on two crossbeams 3; The slide block 5 be connected with scraper plate 6 is installed on the sliding rail of cant beam 4, with the other end of drag-line 9 fixedly connected on motor 7 output terminals, the elevator wheel 8, walk around two fixed pulleys 10 that are arranged on the lateral support structure 2 successively after, be hung on the slide block 5.
4) starter motor 7 pulling slide blocks 5 drive scraper plate 6 and slide along cant beam 4, and soil structures 17 is wipeed off; Wipe off repeatedly 2～3 times, in the whole process of slide block 5 motions, scraper plate 6 keeps in touch with soil structures 17 basically, promptly obtains the soil structures 17 of pre-preparation, to be used for the analog ramp sea bed.
As shown in Figure 3, the utility model device can also be taked another kind of mode of operation, and it may further comprise the steps:
1) on the base plate in soil box 1, adopt hard material build one with the slope 18 of the soil structures 17 identical gradients of pre-preparation.
2) slide rail 15 1 ends are installed on the bearing 14 of soil box 1 top, horizontal support 11, regulate the height of slide rail 15 in the arc chute 13 of fan-shaped support plate 12, to spill sand car 16 is erected on the slide rail 15, the other end with drag-line 9 fixedly connected on motor 7 output terminals, the elevator wheel 8, after walking around two fixed pulleys 10 that are arranged on the lateral support structure 2 successively, be hung on and spill on the sand car 16.
3) starter motor 7 drives 8 pullings of elevators wheel and spills sand car 16 and travel at the uniform speed, evenly be spilled on the slope 18 in the soil box 1 spilling sand material in the sand car 16, and reach the degree of depth of the soil structures 17 of pre-preparation, and untie drag-line 9 then and spill being connected of sand car 16, take off and spill sand car 16 and slide rail 15.
4) according to the gradient of the soil structures 17 of pre-preparation, regulate the height of two crossbeams 3 on respective support structure 2, and cant beam 4 is arranged on two crossbeams 3; The slide block 5 be connected with scraper plate 6 is installed on the sliding rail of cant beam 4, with the other end of drag-line 9 fixedly connected on motor 7 output terminals, the elevator wheel 8, walk around two fixed pulleys 10 that are arranged on the lateral support structure 2 successively after, be hung on the slide block 5.
5) starter motor 7 pulling slide blocks 5 drive scraper plate 6 and slide along cant beam 4, and soil structures 17 is wipeed off, needing can obtain the soil structures 17 of preparation, to be used for the analog ramp sea bed.
In the foregoing description, motor 7 can adopt stepper motor or servomotor.
The various embodiments described above only are used to illustrate the utility model; wherein the structure of each parts, connected mode etc. all can change to some extent; every equivalents of carrying out on the basis of technical solutions of the utility model and improvement all should not got rid of outside protection domain of the present utility model.
Claims (3)
1. the soil body preparation facilities of an analog ramp sea bed, it is characterized in that: it comprises a transparent soil box, described soil box and arranged on left and right sides wall vertically is provided with a supporting construction respectively, and each described supporting construction is provided with the adjustable crossbeam of a level height, and two described crossbeams are provided with a cant beam; Be provided with sliding rail along described cant beam, described sliding rail is provided with slide block, is connected with a scraper plate on the described slide block;
Described soil box is respectively arranged with a horizontal stand on the forward and backward two side, one end of each described horizontal stand is provided with a fan-shaped support plate, be respectively arranged with an arc chute on the two described fan-shaped support plates, the other end of each described horizontal stand is provided with a bearing, the hinged slide rail of difference on the two described bearings, the other end of two described slide rails is arranged in the described arc chute of a corresponding side, and locks by locking device; Two described slide rails are put on the shelf and are provided with one and spill the sand car;
Described soil box outer setting has a motor, described motor output end is provided with elevator wheel, described elevator is taken turns a fixedly connected drag-line, after the other end of described drag-line is walked around two fixed pulleys that are arranged on the described supporting construction of a side successively, be used to hang described slide block and spill the sand car one of them.
2. the soil body preparation facilities of a kind of analog ramp sea bed as claimed in claim 1 is characterized in that: described motor adopts stepper motor.
3. the soil body preparation facilities of a kind of analog ramp sea bed as claimed in claim 1 is characterized in that: described motor adopts servomotor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205235354U CN201819824U (en) | 2010-09-08 | 2010-09-08 | Soil body preparation device for imitating slope seabed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205235354U CN201819824U (en) | 2010-09-08 | 2010-09-08 | Soil body preparation device for imitating slope seabed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201819824U true CN201819824U (en) | 2011-05-04 |
Family
ID=43917774
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205235354U Expired - Lifetime CN201819824U (en) | 2010-09-08 | 2010-09-08 | Soil body preparation device for imitating slope seabed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201819824U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101975687A (en) * | 2010-09-08 | 2011-02-16 | 中国海洋石油总公司 | Device and method for preparing soil mass for simulating slope seabed |
| CN103913359A (en) * | 2014-04-30 | 2014-07-09 | 湖南城市学院 | Application of calcium fluoride to preparation of transparent soil, transparent soil prepared from calcium fluoride and production method of calcium fluoride |
| CN103913360A (en) * | 2014-04-30 | 2014-07-09 | 湖南城市学院 | Application of kryocide in preparation of transparent soil, prepared transparent soil and production method of transparent soil |
| CN106284192A (en) * | 2016-09-22 | 2017-01-04 | 河海大学 | A kind of apparatus system making different geometric shape sand slope and manufacture method |
| CN111060675A (en) * | 2020-01-13 | 2020-04-24 | 中国石油大学(北京) | Inclined boundary shaping device, sand box simulated inclined boundary experimental device and sand box simulated inclined boundary experimental method |
| CN115876962A (en) * | 2023-02-06 | 2023-03-31 | 山东科技大学 | Ocean foundation test device for preparing sandy seabed based on fluidization and use method |
-
2010
- 2010-09-08 CN CN2010205235354U patent/CN201819824U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101975687A (en) * | 2010-09-08 | 2011-02-16 | 中国海洋石油总公司 | Device and method for preparing soil mass for simulating slope seabed |
| CN103913359A (en) * | 2014-04-30 | 2014-07-09 | 湖南城市学院 | Application of calcium fluoride to preparation of transparent soil, transparent soil prepared from calcium fluoride and production method of calcium fluoride |
| CN103913360A (en) * | 2014-04-30 | 2014-07-09 | 湖南城市学院 | Application of kryocide in preparation of transparent soil, prepared transparent soil and production method of transparent soil |
| CN103913359B (en) * | 2014-04-30 | 2016-09-07 | 湖南城市学院 | Calcirm-fluoride is in the application prepared in transparent soil and made transparent soil and production method |
| CN106284192A (en) * | 2016-09-22 | 2017-01-04 | 河海大学 | A kind of apparatus system making different geometric shape sand slope and manufacture method |
| CN111060675A (en) * | 2020-01-13 | 2020-04-24 | 中国石油大学(北京) | Inclined boundary shaping device, sand box simulated inclined boundary experimental device and sand box simulated inclined boundary experimental method |
| CN115876962A (en) * | 2023-02-06 | 2023-03-31 | 山东科技大学 | Ocean foundation test device for preparing sandy seabed based on fluidization and use method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201819824U (en) | Soil body preparation device for imitating slope seabed | |
| CN101975687B (en) | Device and method for preparing soil mass for simulating slope seabed | |
| CN1763314A (en) | Method for moving large-scale heavy member to launch and float on water, and member mounting method | |
| CN201648969U (en) | Railway T-girder bridge girder erection machine suitable for laying and erecting seamless lines for passenger and freight shared lines | |
| CN102899994A (en) | Plate type ballastless track plate construction vehicle | |
| PT2025810E (en) | Railway renewing machine with triple separated spoil | |
| CN103855650A (en) | Special construction method by utilizing electricity jacking pipe | |
| CN114323555B (en) | Experimental method for simulating ocean solitary waves | |
| CN208777094U (en) | A kind of floating raft type road structure | |
| CN102864744B (en) | Precast concrete construction element transporting system and method | |
| CN104153324B (en) | A kind of scraper type canal slope filter sand bed course paves compacting machine | |
| CN104047213B (en) | A kind of method for repairing road surface that can solve hard stratum and Soft Soil Layer sinking speed difference | |
| CN203276700U (en) | Multifunctional lifting scaffold applied to experiment | |
| CN103174141A (en) | Intertidal zone beam lower supporting frame steel pipe pile pulling-out device and method | |
| CN103469775B (en) | Multi-functional overwater movable lift-type work platform | |
| CN210420901U (en) | Bridge reinforcing apparatus | |
| CN104973210B (en) | Artificial structure's facility construction technology waterborne | |
| CN208135764U (en) | A kind of pipeline hanging device without spin | |
| US4308816A (en) | Amphibious industrial landing stages which can be run aground and means for the displacement of heavy loads to the grounds | |
| CN201817775U (en) | External mold assembly capable of vertical motion | |
| CN217384648U (en) | Wave current water tank pipe laying power research test device containing variable slope seabed model | |
| CN108104108B (en) | Construction equipment and method for shallow in-situ solidification of waste sludge | |
| CN107916679B (en) | Automatic paver system with movable blanking structure and working method thereof | |
| CN207078928U (en) | A kind of steel box-girder lift structure of large span bondbeam | |
| CN203546691U (en) | Overwater movable lifting type multifunctional working platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20110504 Effective date of abandoning: 20120208 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20110504 Effective date of abandoning: 20120208 |