KR101866986B1 - Apparatus for spreading of ground stiffener - Google Patents
Apparatus for spreading of ground stiffener Download PDFInfo
- Publication number
- KR101866986B1 KR101866986B1 KR1020170131367A KR20170131367A KR101866986B1 KR 101866986 B1 KR101866986 B1 KR 101866986B1 KR 1020170131367 A KR1020170131367 A KR 1020170131367A KR 20170131367 A KR20170131367 A KR 20170131367A KR 101866986 B1 KR101866986 B1 KR 101866986B1
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- KR
- South Korea
- Prior art keywords
- conveyor
- upper conveyor
- ground reinforcement
- installation
- ground
- Prior art date
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G15/00—Conveyors having endless load-conveying surfaces, i.e. belts and like continuous members, to which tractive effort is transmitted by means other than endless driving elements of similar configuration
- B65G15/10—Conveyors having endless load-conveying surfaces, i.e. belts and like continuous members, to which tractive effort is transmitted by means other than endless driving elements of similar configuration comprising two or more co-operating endless surfaces with parallel longitudinal axes, or a multiplicity of parallel elements, e.g. ropes defining an endless surface
- B65G15/12—Conveyors having endless load-conveying surfaces, i.e. belts and like continuous members, to which tractive effort is transmitted by means other than endless driving elements of similar configuration comprising two or more co-operating endless surfaces with parallel longitudinal axes, or a multiplicity of parallel elements, e.g. ropes defining an endless surface with two or more endless belts
- B65G15/14—Conveyors having endless load-conveying surfaces, i.e. belts and like continuous members, to which tractive effort is transmitted by means other than endless driving elements of similar configuration comprising two or more co-operating endless surfaces with parallel longitudinal axes, or a multiplicity of parallel elements, e.g. ropes defining an endless surface with two or more endless belts the load being conveyed between the belts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G21/00—Supporting or protective framework or housings for endless load-carriers or traction elements of belt or chain conveyors
- B65G21/10—Supporting or protective framework or housings for endless load-carriers or traction elements of belt or chain conveyors movable, or having interchangeable or relatively movable parts; Devices for moving framework or parts thereof
- B65G21/14—Supporting or protective framework or housings for endless load-carriers or traction elements of belt or chain conveyors movable, or having interchangeable or relatively movable parts; Devices for moving framework or parts thereof to allow adjustment of length or configuration of load-carrier or traction element
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G2201/00—Indexing codes relating to handling devices, e.g. conveyors, characterised by the type of product or load being conveyed or handled
- B65G2201/04—Bulk
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65G—TRANSPORT OR STORAGE DEVICES, e.g. CONVEYORS FOR LOADING OR TIPPING, SHOP CONVEYOR SYSTEMS OR PNEUMATIC TUBE CONVEYORS
- B65G2812/00—Indexing codes relating to the kind or type of conveyors
- B65G2812/01—Conveyors composed of several types of conveyors
- B65G2812/016—Conveyors composed of several types of conveyors for conveying material by co-operating units in tandem
- B65G2812/018—Conveyors composed of several types of conveyors for conveying material by co-operating units in tandem between conveyor sections
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Soil Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Agronomy & Crop Science (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
Description
BACKGROUND OF THE
In general, when the soft ground is improved by the dewatering method, the ground is improved by using the large equipment of approximately 50 to 150 ton class, and the drain is inserted to improve the ground. As in the case where the ground is marine clayey soil or buried with marine clayey soil, In case of the ground, it is impossible to enter the equipment, and it is necessary to take measures for entering the equipment.
As a precautionary measure for entering the equipment, the soil covering method using the wetland dozer and the surface layer solidification method are mainly used.
In the method of covering the soil using the wetland dozer, the geotextile is placed on the top of the soft soil layer, and then the soil is laid to a predetermined thickness by repeating several times about 50 cm at a time using a small wetland dozer.
However, in such a method, as the soil is repeatedly run on the soft soil layer, the soil is deformed or the soft soil layer is pushed due to the weight of the dozer and the vibration due to frequent repetitive running, However, in case of installing a relatively long distance, there is a problem that the risk of overturning of the drainage equipment is increased due to the accumulation of the juncture of the soft layer, and the geotextile is blown up and the soil is difficult due to the delayed penetration.
In addition, the use of a small-sized doser having a small work capacity is inevitable, and there is also a problem that the installation cost of the gravel is large.
On the other hand, the surface layer solidifying method is a method of increasing the strength by injecting and mixing cement or the like only into a certain portion of the upper part of the soft soil layer. This method is expensive because the construction cost is high and the soil between the solidified layer and the soft soil layer There is a problem that there is an adverse effect in the improvement of the lower soft soil layer which is a subsequent process due to irregular load transmission due to different characteristics.
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and it is an object of the present invention to provide a traveling conveyor that is specially manufactured to minimize the grounding pressure, (EN) Provided is a ground reinforcement material installation device having an installation part capable of uniformly laying a reinforcement material on a soft ground.
In particular, the technical problem to be solved by the present invention is to provide a method of controlling the direction and direction of a ground reinforcement to be installed on a soft ground by arbitrarily adjusting the installation direction and the installation angle of the ground reinforcement, And to provide a ground reinforcement material installation device capable of easily installing a desired amount of the ground reinforcement material.
It is another object of the present invention to provide a ground reinforcement material installation device capable of installing a ground reinforcement material at a position where the ground reinforcement material is to be installed, that is, at a distance or a short distance, .
The problems of the present invention are not limited to the above-mentioned problems, and other problems not mentioned can be clearly understood by those skilled in the art from the following description.
According to an aspect of the present invention, there is provided an apparatus for installing a ground reinforcement material, the apparatus comprising: an installation section for injecting a ground reinforcement material to be supplied onto a soft ground by a friction force generated by rotation, And a lower conveyor disposed below the upper conveyor and spaced apart by a predetermined distance from the upper conveyor, wherein the lower conveyor is longer than the upper conveyor by a predetermined length in a direction in which the upper conveyor is disposed, The entire length of the laying portion can be changed as the gap is moved in the direction of installation relative to the conveyor, one end of the covering film is fixed to the rear end of the upper conveyor, and the loading hopper is disposed in the rear region of the upper conveyor, At the tip of the closing hopper, Gender maintaining a fitted state and by, shielding the film to the film receiving the blanking interval during the movement of the upper conveyor so that the take-off can be added to the installation.
In this case, the upper conveyor includes a support rod installed in both directions and a guide rail arranged in parallel on the paper surface, and the upper conveyor is moved in the installation direction As shown in FIG.
delete
On the other hand, the lower conveyor may have a telescopic type or block type support plate disposed therein, and the length thereof may be varied.
When the upper conveyor is moved to the front end side of the lower conveyor, the entire length of the extended portion is made longer to enable remote installation. When the length of the lower conveyor is reduced so that the front end thereof is parallel to the front end of the upper conveyor, The entire length of the above-mentioned laying portion is shortened so that it is possible to make a close-up installation.
Other specific details of the invention are included in the detailed description and drawings.
According to an embodiment of the present invention, there is provided a geared stiffener installation apparatus comprising: a traveling conveyor specially designed to minimize the grounding pressure; and an installation capable of uniformly laying the ground reinforcement material on the soft ground by minimizing the weight, It is possible to provide an effect that the ground reinforcement material can be easily installed on the soft ground so that the ground reinforcement material can be installed.
Further, according to the present invention, it is possible to arbitrarily adjust the installation direction and the installation angle of the ground reinforcement material to be installed on the soft ground, and also to adjust the installation amount arbitrarily, A desired amount of the ground reinforcement material can be easily installed in a desired direction up to the point where the work can be performed.
In addition, according to the apparatus for installing a ground reinforcement according to an embodiment of the present invention, since the entire length of the installation unit can be varied, the ground reinforcement can be installed at a position where the ground reinforcement is to be installed, , The efficiency of the installation can be greatly improved.
The effects according to the present invention are not limited by the contents exemplified above, and more various effects are included in the specification.
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1A is a perspective view of a ground reinforcement installation apparatus according to an embodiment of the present invention; FIG.
Fig. 1B is a perspective view showing a state in which a ground reinforcement is laid in 1a. Fig.
Figure 2a is a side view of the Figure 1a.
FIG. 2B is a side view showing a state in which the ground reinforcement is installed in FIG. 2A. FIG.
Figure 3a is a plan view of Figure 1a;
FIG. 3B is a plan view showing a state where the ground reinforcement is installed in FIG. 3A. FIG.
Fig. 4 is a bottom view of Fig. 1; Fig.
5 is a side view schematically showing a state in which an installation angle of a ground reinforcement is changed according to an upward and downward angle adjustment of an installation part of a ground reinforcement installation apparatus according to an embodiment of the present invention.
6 is a plan view showing a state in which the installation direction of the ground reinforcement is changed according to the lateral adjustment of the installation portion of the ground reinforcement material installation apparatus according to the embodiment of the present invention.
FIG. 7A is an enlarged view of an installation part of FIG. 2A. FIG.
Fig. 7B is an enlarged view of an installation part of Fig. 2B. Fig.
8 is a block diagram showing a control relationship of a ground reinforcement material installation apparatus according to an embodiment of the present invention.
9 is a perspective view of a ground reinforcement installation apparatus according to another embodiment of the present invention.
10 is a side view showing the configuration of Fig.
11 is a perspective view showing a state in which the upper conveyor of the installation part is moved forward in Fig.
12 is a side view of the structure of Fig.
FIG. 13 is a side view showing a state in which the lower conveyor of the installation part is spaced rearwardly in FIG. 10; FIG.
BRIEF DESCRIPTION OF THE DRAWINGS The advantages and features of the present invention, and the manner of achieving them, will be apparent from and elucidated with reference to the embodiments described hereinafter in conjunction with the accompanying drawings. The present invention may, however, be embodied in many different forms and should not be construed as being limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the invention to those skilled in the art. Is provided to fully convey the scope of the invention to those skilled in the art, and the invention is only defined by the scope of the claims. Like reference numerals refer to like elements throughout the specification.
Thus, in some embodiments, well known process steps, well-known structures, and well-known techniques are not specifically described to avoid an undue interpretation of the present invention.
The terminology used herein is for the purpose of illustrating embodiments and is not intended to be limiting of the present invention. In the present specification, the singular form includes plural forms unless otherwise specified in the specification. It should be understood that the terms comprising and / or comprising the terms used in the specification do not exclude the presence or addition of one or more other components, steps and / or operations other than the stated components, steps and / . And "and / or" include each and any combination of one or more of the mentioned items.
Further, the embodiments described herein will be described with reference to the perspective view, cross-sectional view, side view, and / or schematic views, which are ideal illustrations of the present invention. Thus, the shape of the illustrations may be modified by manufacturing techniques and / or tolerances. Therefore, the embodiments of the present invention are not limited to the specific forms shown, but also include changes in the forms generated according to the manufacturing process. In addition, in the respective drawings shown in the embodiments of the present invention, the respective constituent elements may be somewhat enlarged or reduced in view of convenience of description.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a ground reinforcement installation apparatus according to an embodiment of the present invention will be described in detail with reference to the accompanying drawings.
FIG. 1A is a perspective view of a ground reinforcement apparatus according to an embodiment of the present invention, and FIG. 1B is a perspective view showing a state in which a ground reinforcement is laid in 1a.
FIG. 2A is a side structural view of FIG. 1A, and FIG. 2B is a side structural view illustrating a state in which a ground reinforcement is installed in FIG. 2A.
FIG. 3A is a plan view of FIG. 1A, FIG. 3B is a plan view showing a state where a ground reinforcement is installed in FIG. 3A, and FIG. 4 is a bottom view of FIG.
1A to 4, a ground
The traveling
The
The upper surface of the
That is, one end of the opening /
The
In addition, a conveying
Accordingly, the ground reinforcements A injected through the
Here, pulleys, that is,
A
At this time, the
The placing
The
The length of the
The
The
A
At this time, the
The
When the ground reinforcements A are forwardly fed through the press-feeding space, that is, when the
On the other hand, the
A
At this time, the
The
The
Here, the
For example, in the embodiment of the present invention, the latching
When the
The
That is, the
FIG. 5 is a side view schematically showing a state in which the installation angle of the ground reinforcement is varied according to the upward and downward angles of the installation portion of the ground reinforcement installation apparatus according to the embodiment of the present invention. FIG. Is a plan view showing a state in which the installation direction of the ground reinforcement material is changed according to the lateral adjustment of the installation portion of the ground reinforcement material installation device according to the present invention.
Figs. 7A and 7B are enlarged views of the installed portions in Figs. 2A and 2B for explaining the installation principle of the ground reinforcement. Figs. 8A and 8B show the control relationship of the ground
5, the ground reinforcement
That is, when the operator sets and inputs the amount of the ground reinforcement, the
For example, when a relatively large amount of the ground reinforcement is to be installed, an operation signal is applied to the opening /
In this way, with the amount of the ground reinforcement being determined, the operator adjusts the vertical angle of the
5, when the operator inputs the setting angle of the
That is, as the length of the lifting
Accordingly, the closer the angle of the
On the other hand, the operator may adjust the left and right angles of the
6, when the operator inputs the setting direction of the
That is, as the lengths of the
At this time, among the pair of
Therefore, the
7A and 7B, the principle of the operation of installing the ground reinforcement material A using the
As described above, in the
That is, it is possible to control the rotational speeds of the
Accordingly, the
In the case of the
Accordingly, when the third and fourth high-speed motors are rotated at a high speed by the input signal of the
When the fifth and sixth high-speed motors are rotated at a high speed by the input signal of the
At this time, a pressure conveying space spaced apart from the
At the same time, the ground reinforcement A is more stably forwardly fed to the
For reference, it is preferable that the
For example, as the rotation speed of the
The
For example, when the
Conversely, when the
9 is a perspective view of a ground reinforcement installation apparatus according to another embodiment of the present invention, FIG. 10 is a side view of FIG. 9, and FIG. 11 is a view showing a state in which the upper conveyor of the installation section is moved forward Fig. 12 is a side view of Fig. 11. Fig.
9 to 13, the same reference numerals are assigned to the same parts as those of the above-described placement apparatus in the above-described ground reinforcement
9 and 10, in an
Here, the
That is, the
Here, conventionally known reciprocating means may be applied such that the supporting
Therefore, if the
In this case, when the
Therefore, it is preferable that a
The front end of the
11 and 12, when the
9 and 10, when the
FIG. 13 is a side view showing a state in which the lower conveyor of the installation part is spaced rearward in FIG. 10; FIG.
Referring to FIG. 13, the
Therefore, the length of the
That is, when the
In this case, a plurality of
Therefore, as the lower end of the
As described above, the ground reinforcement
In the following description of the ground reinforcement material installation apparatus according to another embodiment of the present invention, the configuration and operation relationship in which the
In other words, the ground reinforcement
It will be understood by those skilled in the art that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. It is therefore to be understood that the above-described embodiments are illustrative in all aspects and not restrictive. The scope of the present invention is defined by the appended claims rather than the detailed description and all changes or modifications derived from the meaning and scope of the claims and their equivalents are to be construed as being included within the scope of the present invention do.
100: installation device 110: traveling conveyor
200: storage hopper 210: stationary plate
220: lifting plate 222: opening
230: opening / closing actuator 240: support
300: conveying conveyor 302: first pulley
304: second pulley 306: first support plate
308: first guide roller 310: first belt portion
400: base plate 500:
600: Feed hopper 700: Top conveyor
702: Third pulley 704: Fourth pulley
706: second support plate 708: second guide roller
710: pressure feeding roller 720: second belt portion
730: Cover 800: Lower conveyor
802: fifth pulley 804: sixth pulley
806: third support plate 808: third guide roller
810: Third belt section 900: Throttle section
910: Support 920: Spacing groove
930: latching protrusion 950: swing actuator
960: connection bracket 970: first hinge bracket
980: lift actuator 990: second hinge bracket
1000: control unit 1100: supporting rod
1200: guide rail 1300: shielding film accommodating portion
1400:
Claims (5)
The above-
An upper conveyor,
And a lower conveyor disposed at a lower portion of the upper conveyor and spaced apart from the pressure conveying space by a predetermined distance,
Wherein the lower conveyor is longer than the upper conveyor by a predetermined length in a direction in which the lower conveyor is installed,
The upper conveyor may vary the overall length of the laying unit as the lower conveying unit is spaced apart in the laying direction with respect to the lower conveying unit,
One end of the covering film is fixed to the rear end of the upper conveyor,
A closing hopper is disposed in a rear region of the upper conveyor and a blocking portion accommodating portion is provided at a front end of the closing hopper to maintain the state in which the blocking film is fitted by elasticity and to pull out the blocking film when the upper conveyor is moved , Ground reinforcement installation device.
Wherein the upper conveyor comprises:
A support rod installed in both directions,
And guide rails arranged side by side on the ground,
And the upper conveyor is spaced apart in the installation direction as the support rod moves back and forth along the guide rails.
Wherein the lower conveyor comprises:
Wherein a telescopic type or block type support plate is disposed in the interior of the vehicle, and the length thereof can be varied.
When the upper conveyor is moved toward the front end side of the lower conveyor, the entire length of the laying portion is made long, so that remote installation is possible,
Wherein a length of the lower conveyor is reduced so that a tip of the lower conveyor is parallel to a front end of the upper conveyor.
Priority Applications (1)
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KR1020170131367A KR101866986B1 (en) | 2017-10-11 | 2017-10-11 | Apparatus for spreading of ground stiffener |
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KR1020170131367A KR101866986B1 (en) | 2017-10-11 | 2017-10-11 | Apparatus for spreading of ground stiffener |
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Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02285150A (en) * | 1989-04-27 | 1990-11-22 | Shimizu Corp | Method and device for spraying concrete |
KR100467174B1 (en) | 2002-09-10 | 2005-01-24 | 주식회사 세광종합기술단 | Apparatus for spreading materials for reinforcing the ground for approach of equipments to the soft ground |
KR100898806B1 (en) * | 2008-10-15 | 2009-05-22 | 주식회사 신아건설산업 | The construction method and apparatus for spreading materials for reinforcing theground for approach of equipments to the soft ground |
KR20090095172A (en) * | 2008-03-05 | 2009-09-09 | 주식회사 준건설 | Thinly and uniformly horizontal drainage layer spreading method of the soft ground improvement works by the telescopic conveyor belt |
-
2017
- 2017-10-11 KR KR1020170131367A patent/KR101866986B1/en active IP Right Grant
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02285150A (en) * | 1989-04-27 | 1990-11-22 | Shimizu Corp | Method and device for spraying concrete |
KR100467174B1 (en) | 2002-09-10 | 2005-01-24 | 주식회사 세광종합기술단 | Apparatus for spreading materials for reinforcing the ground for approach of equipments to the soft ground |
KR20090095172A (en) * | 2008-03-05 | 2009-09-09 | 주식회사 준건설 | Thinly and uniformly horizontal drainage layer spreading method of the soft ground improvement works by the telescopic conveyor belt |
KR100898806B1 (en) * | 2008-10-15 | 2009-05-22 | 주식회사 신아건설산업 | The construction method and apparatus for spreading materials for reinforcing theground for approach of equipments to the soft ground |
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