CN105002950A - Multi-directional sliding rail system used for excavator - Google Patents
Multi-directional sliding rail system used for excavator Download PDFInfo
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- CN105002950A CN105002950A CN201510414050.9A CN201510414050A CN105002950A CN 105002950 A CN105002950 A CN 105002950A CN 201510414050 A CN201510414050 A CN 201510414050A CN 105002950 A CN105002950 A CN 105002950A
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- guide assembly
- transport tape
- guide
- excavator
- rail system
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Abstract
The invention belongs to the technical field of building, relates to a multi-directional sliding rail system used for an excavator, and solves the technical problem that the excavating efficiency is low in the prior art. The multi-directional sliding rail system comprises a plurality of first guide rail assemblies which are mutually parallel, and are fixed in positions in the vertical direction, wherein the first guide rail assemblies are at least movably connected with one second guide rail assembly which can move along the track direction of the first guide rail assemblies; and the second guide rail assembly can bear the excavator. The multi-directional sliding rail system used for the excavator has the advantages that the moving efficiency of the excavator can be greatly improved; soil under the ground can be excavated under the condition that the excavator does not need to drive underground; the excavating efficiency is greatly improved; and the safety of excavating work is increased.
Description
Technical field
The invention belongs to construction engineering technical field, relate to a kind of multidirectional slide type rail system for excavator.
Background technology
Excavator, also known as excavation machinery excavating machinery), be excavate higher or lower than the material holding machine side with scraper bowl, and load haulage vehicle or unload the earth moving plant to rickyard.Material mainly soil, coal, silt and the Soil and Rock after pre-pine that excavator excavates.From the development of engineering machinery in recent years, the development of excavator is relatively very fast, and excavator has become one of topmost engineering machinery in engineering construction.Most important three parameters of excavator: Operating Weight quality, engine power and Bucket capacity.
Excavator is when excavating darker ground, and due to the restriction of digging arm length, excavator needs to sail in excavation hole, although can dig out larger-size melt pit, excavation speed is very slow.
Summary of the invention
The object of the invention is for the problems referred to above, a kind of multidirectional slide type rail system for excavator that can improve excavator operating efficiency is provided.
For achieving the above object, present invention employs following technical proposal: a kind of multidirectional slide type rail system for excavator, comprise some being parallel to each other and fixing the first guide assembly in the vertical direction position, the first described guide assembly is at least connected with second guide assembly of an energy along the orbital direction movement of the first guide assembly, the second described guide assembly can carry excavator.
Above-mentioned in the multidirectional slide type rail system of excavator, when the position of the second guide assembly on two adjacent the first guide assemblies is to connecting twilight orbit between two the second guide assemblies during correspondence thus making the excavator on one of them second guide assembly move on another second guide assembly.
Above-mentioned in the multidirectional slide type rail system of excavator, the orbit gap for placing twilight orbit is provided with between two often adjacent the first guide assemblies, the first described guide assembly comprises two the first guide rails be parallel to each other, the second described guide assembly comprises two the second guide rails be parallel to each other, be respectively equipped with a roller be rotationally connected with the second guide rail at the two ends of every bar second guide rail, described roller matches with the first guide rail thus roller is pressed on to roll on the first guide rail and with the first guide rail to be connected.
Above-mentioned in the multidirectional slide type rail system of excavator, the end being positioned at the second guide rail of orbit gap both sides has stage portion, twilight orbit two ends have the connecting portion matched with stage portion, and connecting portion to be fastened in stage portion thus to make described twilight orbit and the second guide rail snap-fit engagement.
Above-mentioned in the multidirectional slide type rail system of excavator, the first described guide assembly is provided with the first transport tape mechanism, the second described guide assembly is provided with the second transport tape mechanism, and the discharge end of the second described transport tape mechanism connects the first transport tape mechanism.
Above-mentioned in the multidirectional slide type rail system of excavator, the first described transport tape mechanism comprises the first transport tape be fixedly connected with the first guide assembly and the second transport tape being connected the first transport tape, the discharge end of the first described transport tape connects the second transport tape, the second described transport tape mechanism comprises the 3rd transport tape be fixedly connected with the second guide assembly, and the discharge end of the 3rd described transport tape connects the first transport tape.
Above-mentioned in the multidirectional slide type rail system of excavator, bottom the first described guide assembly, be connected with the frame type supporting mechanism of the position that can keep the first guide assembly in the vertical direction.
Above-mentioned in the multidirectional slide type rail system of excavator, the column that described frame type supporting mechanism comprises some horizontally disposed crossbeams and vertically arranges, described column is embedded in soil layer to be excavated, crossbeam is pressed on column top and is fixedly connected with column, and the first guide assembly to be pressed on crossbeam and to be fixedly connected with crossbeam.
Above-mentioned in the multidirectional slide type rail system of excavator, described column bottom is also fixedly connected with the pre-buried preformed pile to underground.
Compared with prior art, the invention has the advantages that: the mobile efficiency that significantly can improve excavator, and make excavator not need to sail into underground also to dig out soil below ground, greatly improve digging efficiency, add the safety of excacation.
Accompanying drawing explanation
Fig. 1 is structural representation provided by the invention;
Fig. 2 is the A place enlarged drawing of Fig. 1;
Fig. 3 is the structural representation in another direction provided by the invention;
Fig. 4 is the B place enlarged drawing of Fig. 3;
Structural representation when Fig. 5 is two the second guide assemblies connections;
Fig. 6 is the C place enlarged drawing of Fig. 5.
Arrow in Fig. 1 is the moving direction of the second guide assembly.
In figure: the first guide assembly 1, second guide assembly 2, twilight orbit 3, orbit gap 4, first guide rail 5, second guide rail 6, roller 7, stage portion 8, transport tape mechanism 11, first of connecting portion 9, first transport tape mechanism 10, second transport tape 12, second transport tape 13, the 3rd transport tape 14, frame type supporting mechanism 15, crossbeam 16, column 17, preformed pile 18.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the present invention will be further described in detail.
As shown in Figure 1, a kind of multidirectional slide type rail system for excavator, comprise some being parallel to each other and fixing the first guide assembly 1 in the vertical direction position, the first described guide assembly 1 is at least connected with second guide assembly 2 of an energy along the orbital direction movement of the first guide assembly 1, the second described guide assembly 2 can carry excavator 100, excavator 100 can move forward and backward on the second guide assembly 2, and when the second guide assembly 2 moves along the first guide assembly 1, excavator 100 can realize moving in the region of whole first guide assembly 1, greatly improve digging efficiency.
Shown in composition graphs 5 and Fig. 6, when the position of the second guide assembly 2 on two adjacent the first guide assemblies 1 is to connecting twilight orbit 3 between two the second guide assemblies 2 during correspondence thus making the excavator on one of them second guide assembly 2 move on another second guide assembly 2.That is, transition guide 3 achieves excavator 100 and is switched to another first guide assembly 1 from first guide assembly 1, expands the working range of excavator 100.
Specifically, the orbit gap 4 for placing twilight orbit 3 is provided with between two often adjacent the first guide assemblies 1, the first described guide assembly 1 comprises two the first guide rails 5 be parallel to each other, shown in composition graphs 2, the second described guide assembly 2 comprises two the second guide rails 6 be parallel to each other, a roller 7 be rotationally connected with the second guide rail 6 is respectively equipped with at the two ends of every bar second guide rail 6, roller 7 also can arrange brake gear, for braking, described roller 7 matches with the first guide rail 5 thus roller 7 is pressed on to roll on the first guide rail 5 and with the first guide rail 5 to be connected.The end being positioned at the second guide rail 6 of orbit gap 4 both sides has stage portion 8, twilight orbit 3 two ends have the connecting portion 9 matched with stage portion 8, stage portion 8 and connecting portion 9 can be fixed with bolt, and connecting portion 9 to be fastened in stage portion 8 thus to make described twilight orbit 3 and the second guide rail 6 snap-fit engagement.
First guide assembly 1 is provided with the first transport tape mechanism 10, and the second described guide assembly 2 is provided with the second transport tape mechanism 11, and the discharge end of the second described transport tape mechanism 11 connects the first transport tape mechanism 10.First transport tape mechanism 10 comprises the first transport tape 12 be fixedly connected with the first guide assembly 1 and the second transport tape 13 being connected the first transport tape 12, the discharge end of the first described transport tape 12 connects the second transport tape 13, the second described transport tape mechanism 11 comprises the 3rd transport tape 14 be fixedly connected with the second guide assembly 2, and the discharge end of the 3rd described transport tape 14 connects the first transport tape 12.First transport tape 12, second transport tape 13 and the 3rd transport tape 14 achieve a transport net, and no matter excavator 100 excavates wherein, and the earth after excavation can export timely, also just improves digging efficiency.
The frame type supporting mechanism 15 of the position that can keep the first guide assembly 1 in the vertical direction is connected with bottom first guide assembly 1.
As shown in Figure 3 and Figure 4, the column 17 that frame type supporting mechanism 15 comprises some horizontally disposed crossbeams 16 and vertically arranges, described column 17 is embedded in soil layer to be excavated, crossbeam 16 is pressed on column 17 top and is fixedly connected with column 17, and the first guide rail 5 of the first guide assembly 1 to be pressed on crossbeam 16 and to be fixedly connected with crossbeam 16.The pre-buried preformed pile 18 to underground is also fixedly connected with bottom column 17.Preformed pile 18, column 17 and crossbeam 16 from bottom to top form a position and fix, the frame type supporting mechanism 15 that framework is stable, for the first guide rail 5 of support first guide assembly 1, under the prerequisite of the position stability of the first guide rail 5, excavator 100 just can launch excacation, therefore, frame type supporting mechanism 15 plays the effect of stable support.
Operating principle of the present invention is: needing earthwork place of excavating as basement, squeeze into preformed pile 18 in advance, preformed pile 18 is beaten column 17 and is fixedly connected with preformed pile 18, realize the supporting network on a vertical direction, the degree of depth of column 17 should be more than or equal to the degree of depth of basement, column 17 sets up crossbeam 16, the length of crossbeam 16 matches with needing the length of the basement excavated, the some crossbeams be parallel to each other 16 form a cross binding network matched with basement width, crossbeam 16 can be fixedly connected with column 17, thus the frame type supporting mechanism 15 that formation one is complete.
First guide rail 5 to be pressed on crossbeam 16 and to form a fixed connection, and preferably, the first guide rail 5 and crossbeam 16 one_to_one corresponding, the second guide rail 6 realizes rolling with the first guide rail 5 by roller 7 and is connected.
Excavator 100 can adopt crawler type or wheel type or roller type etc., also pulley type can be adopted to connect, as being provided with rolling mechanism 101 bottom excavator 100, rolling mechanism 101 is pressed on formation rolling on long rails 6 and connects thus make excavator 100 can change excavation position along the second guide rail 6 is movable, when excavator 100 needs to change lateral attitude, mobile second guide rail 6, second guide rail 6 moves along the first guide rail 5, can realize moving in the region of the first guide assembly 1, now, excavator 100 does not need mobile, operating efficiency is greatly enhanced, very convenient.
Specific embodiment described herein is only to the explanation for example of the present invention's spirit.Those skilled in the art can make various amendment or supplement or adopt similar mode to substitute to described specific embodiment, but can't depart from spirit of the present invention or surmount the scope that appended claims defines.
Although more employ the terms such as the first guide assembly 1, second guide assembly 2, twilight orbit 3, orbit gap 4, first guide rail 5, second guide rail 6, roller 7, stage portion 8, transport tape mechanism 11, first of connecting portion 9, first transport tape mechanism 10, second transport tape 12, second transport tape 13, the 3rd transport tape 14, frame type supporting mechanism 15, crossbeam 16, column 17, preformed pile 18 herein, do not get rid of the possibility using other term.These terms are used to be only used to describe and explain essence of the present invention more easily; The restriction that they are construed to any one additional is all contrary with spirit of the present invention.
Claims (9)
1. the multidirectional slide type rail system for excavator, it is characterized in that, comprise some being parallel to each other and fixing the first guide assembly (1) in the vertical direction position, described the first guide assembly (1) is at least connected with second guide assembly (2) of an energy along the orbital direction movement of the first guide assembly (1), described the second guide assembly (2) can carry excavator.
2. the multidirectional slide type rail system for excavator according to claim 1, it is characterized in that, when the position of the second guide assembly (2) on two adjacent the first guide assemblies (1) is to connecting twilight orbit (3) between two the second guide assemblies (2) during correspondence thus making the excavator on one of them second guide assembly (2) move on another second guide assembly (2).
3. the multidirectional slide type rail system for excavator according to claim 2, it is characterized in that, the orbit gap (4) for placing twilight orbit (3) is provided with between two often adjacent the first guide assemblies (1), described the first guide assembly (1) comprises two the first guide rails (5) be parallel to each other, described the second guide assembly (2) comprises two the second guide rails (6) be parallel to each other, a roller (7) be rotationally connected with the second guide rail (6) is respectively equipped with at the two ends of every bar second guide rail (6), described roller (7) matches with the first guide rail (5) thus to make roller (7) be pressed on the first guide rail (5) upper and roll with the first guide rail (5) and be connected.
4. the multidirectional slide type rail system for excavator according to claim 3, it is characterized in that, the end being positioned at second guide rail (6) of orbit gap (4) both sides has stage portion (8), twilight orbit (3) two ends have the connecting portion (9) matched with stage portion (8), and connecting portion (9) is fastened on stage portion (8) and goes up thus make described twilight orbit (3) and the second guide rail (6) snap-fit engagement.
5. the multidirectional slide type rail system for excavator according to claim 1, it is characterized in that, described the first guide assembly (1) is provided with the first transport tape mechanism (10), described the second guide assembly (2) is provided with the second transport tape mechanism (11), and the discharge end of the second described transport tape mechanism (11) connects the first transport tape mechanism (10).
6. the multidirectional slide type rail system for excavator according to claim 5, it is characterized in that, the first described transport tape mechanism (10) comprises the first transport tape (12) be fixedly connected with the first guide assembly (1) and the second transport tape (13) being connected the first transport tape (12), the discharge end of described the first transport tape (12) connects the second transport tape (13), the second described transport tape mechanism (11) comprises the 3rd transport tape (14) be fixedly connected with the second guide assembly (2), the discharge end of the 3rd described transport tape (14) connects the first transport tape (12).
7. the multidirectional slide type rail system for excavator according to claim 1, it is characterized in that, described the first guide assembly (1) bottom is connected with the frame type supporting mechanism (15) of the position that can keep the first guide assembly (1) in the vertical direction.
8. the multidirectional slide type rail system for excavator according to claim 7, it is characterized in that, the column (17) that described frame type supporting mechanism (15) comprises some horizontally disposed crossbeams (16) and vertically arranges, described column (17) is embedded in soil layer to be excavated, crossbeam (16) is pressed on column (17) top and is fixedly connected with column (17), and the first guide assembly (1) is pressed on crossbeam (16) and goes up and be fixedly connected with crossbeam (16).
9. the multidirectional slide type rail system for excavator according to claim 8, is characterized in that, described column (17) bottom is also fixedly connected with the pre-buried preformed pile to underground (18).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510414050.9A CN105002950B (en) | 2015-07-14 | 2015-07-14 | Multidirectional slide type rail system for excavator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510414050.9A CN105002950B (en) | 2015-07-14 | 2015-07-14 | Multidirectional slide type rail system for excavator |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105002950A true CN105002950A (en) | 2015-10-28 |
| CN105002950B CN105002950B (en) | 2018-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510414050.9A Active CN105002950B (en) | 2015-07-14 | 2015-07-14 | Multidirectional slide type rail system for excavator |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101046095A (en) * | 2007-04-18 | 2007-10-03 | 上海市第二市政工程有限公司 | Automatic soil eliminating construction apparatus for deep foundation groove |
| CN101381995A (en) * | 2007-09-17 | 2009-03-11 | 周兆弟 | Fast excavation system and excavation method |
| US20100180475A1 (en) * | 2009-01-20 | 2010-07-22 | Ellett William Anthony | Heavy equipment vehicle for laying pipe |
| CN202281700U (en) * | 2011-10-21 | 2012-06-20 | 煤炭科学研究总院 | Hydraulic support test-bed with automatic incoming and outgoing support device |
| CN202530347U (en) * | 2012-03-28 | 2012-11-14 | 上海振华重工(集团)股份有限公司 | Portable cross rail |
| US20130039727A1 (en) * | 2012-01-18 | 2013-02-14 | Robert Walker | Apparatus and system for the unloading open top rail cars |
| CN203007745U (en) * | 2012-12-20 | 2013-06-19 | 渤海装备辽河重工有限公司 | Lateral movement guide rail of oil rig |
| CN204849884U (en) * | 2015-07-14 | 2015-12-09 | 周兆弟 | A multidirectional slide rail system for excavator |
-
2015
- 2015-07-14 CN CN201510414050.9A patent/CN105002950B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101046095A (en) * | 2007-04-18 | 2007-10-03 | 上海市第二市政工程有限公司 | Automatic soil eliminating construction apparatus for deep foundation groove |
| CN101381995A (en) * | 2007-09-17 | 2009-03-11 | 周兆弟 | Fast excavation system and excavation method |
| US20100180475A1 (en) * | 2009-01-20 | 2010-07-22 | Ellett William Anthony | Heavy equipment vehicle for laying pipe |
| CN202281700U (en) * | 2011-10-21 | 2012-06-20 | 煤炭科学研究总院 | Hydraulic support test-bed with automatic incoming and outgoing support device |
| US20130039727A1 (en) * | 2012-01-18 | 2013-02-14 | Robert Walker | Apparatus and system for the unloading open top rail cars |
| CN202530347U (en) * | 2012-03-28 | 2012-11-14 | 上海振华重工(集团)股份有限公司 | Portable cross rail |
| CN203007745U (en) * | 2012-12-20 | 2013-06-19 | 渤海装备辽河重工有限公司 | Lateral movement guide rail of oil rig |
| CN204849884U (en) * | 2015-07-14 | 2015-12-09 | 周兆弟 | A multidirectional slide rail system for excavator |
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| Publication number | Publication date |
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| CN105002950B (en) | 2018-08-24 |
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