CN215252073U - Self-stabilizing temporary channel laying device for soft soil area - Google Patents
Self-stabilizing temporary channel laying device for soft soil area Download PDFInfo
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- CN215252073U CN215252073U CN202121114803.1U CN202121114803U CN215252073U CN 215252073 U CN215252073 U CN 215252073U CN 202121114803 U CN202121114803 U CN 202121114803U CN 215252073 U CN215252073 U CN 215252073U
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Abstract
The utility model belongs to the technical field of the ground reconnaissance technique and specifically relates to a self-stabilization formula temporary channel laying device for soft soil area, its characterized in that: the temporary channel laying device comprises a panel frame, a sewage discharge cavity and a stabilizing rod, wherein the panel frame is arranged above the sewage discharge cavity, a panel is arranged on the panel frame, the upper side of the panel is used as a channel, the stabilizing rod is arranged on the panel frame and penetrates through the sewage discharge cavity downwards, a transverse embedding body is arranged on the stabilizing rod, and the transverse embedding body can stretch in the horizontal direction. The utility model has the advantages that: the temporary channel laying device can be widely applied to temporary channel laying required by soft soil areas with any thickness and various operation purposes, and has the advantages of strong environmental applicability, reasonable structure, strong practicability, strong integrity, clear function of each part, tight connection, strong operability, novel design and the like.
Description
Technical Field
The utility model belongs to the technical field of the ground reconnaissance technique and specifically relates to a self-stabilization formula temporary channel laying device for soft soil area.
Background
China has abundant rainwater and wide soft soil distribution, and is commonly found in coastal areas, plain areas, inland lake basins, swales, river banks and other areas. Along with the improvement of infrastructure planning systems all over the country year by year, the engineering construction projects of all over the country increase year by year, from reconnaissance design to construction, the condition that engineering construction operation activities need to be carried out in soft soil areas often appears, and soft soil has large natural water content, high compressibility and low bearing capacity, and is used for temporary projects which need to be temporarily activated in the soft soil areas: for example, in case of a survey operation, a temporary road, etc., if the foundation is treated, the construction cost is too high, which also seriously affects the original local environment, and if the foundation is not treated, the operation progress and the construction convenience are also affected.
The existing working mode adopts bamboo rafts, wood boards and the like to be paved on the surface of soft soil so as to carry out temporary engineering construction activities thereon, and due to the creep property and thixotropy of the soft soil, along with the development of the construction activities, the soft soil is repeatedly acted by external force, the bearing capacity can be gradually reduced, the operation safety is seriously influenced, the construction quality is difficult to control, and the service time and the application range of different construction activities on a construction site are different.
Disclosure of Invention
The utility model aims at providing a from interim passageway laying device of steady formula for soft soil region according to above-mentioned prior art not enough, through getting rid of the buoyancy that the cavity weak soil produced with the make full use of weak soil all around, the bearing capacity is used in the increase, simultaneously through setting up horizontal embedding body restriction plane displacement, is showing bearing capacity and the stability that improves interim passageway.
The utility model discloses the purpose is realized accomplishing by following technical scheme:
the utility model provides a self-stabilization formula temporary channel laying device for soft soil area which characterized in that: the temporary channel laying device comprises a panel frame, a sewage discharge cavity and a stabilizing rod, wherein the panel frame is arranged above the sewage discharge cavity, a panel is arranged on the panel frame, the upper side of the panel is used as a channel, the stabilizing rod is arranged on the panel frame and penetrates through the sewage discharge cavity downwards, a transverse embedding body is arranged on the stabilizing rod, and the transverse embedding body can stretch in the horizontal direction.
The utility model discloses a panel frame, including panel frame, horizontal embedding body, inflation tube, inflation line, flexible body and inflation tube, the body of rod inside of firm pole is provided with the gas tube, inflation line's inflation inlet is seted up on the surface of panel frame, horizontal embedding body is the flexible body, the flexible body with the inflation tube is linked together, the flexible body can stretch out to the horizontal direction under the inflation of gas tube with the embedding weak soil.
The outer side end of the telescopic body is provided with a stable end head.
And a press-in end socket is arranged at the bottom of the stabilizing rod.
A female connecting end and a male connecting end are respectively arranged on two sides of the panel frame, and the female connecting end and the male connecting end are matched in structure to form embedding; the panel frames can form a whole through the embedding between the connecting female end head and the connecting male end head.
The panel and the panel frame form detachable fixed connection, and an elastic pad is arranged at the contact position between the panel and the panel frame.
The periphery of the panel frame is provided with a heightening plate, and the heightening plate is higher than the panel frame.
An application method of the self-stabilizing temporary channel laying device related to the soft soil area is characterized in that: the application method comprises the following steps:
calculating the number of temporary channel laying devices according to the laying size of the temporary channel;
placing the panel frames at preset positions of the temporary channel, and connecting a plurality of panel frames into a whole through the embedding of the connecting female end heads and the connecting male end heads;
pressing the panel frame together with the stabilizing rod into the stratum of the soft soil area;
inflating the telescopic body on the stabilizing rod through an inflation tube to enable the telescopic body to transversely extend out of the stratum and be embedded into the stratum through the stabilizing end head;
and installing a panel on the panel frame to form a temporary channel.
The fixing rod and the panel frame are detachably connected and fixed; and after the panel frame is placed to the preset position of the temporary passage, the stabilizing rod is inserted on the panel frame.
According to the bearing capacity requirement of the temporary channel, heightening plates with a certain height are arranged on the periphery of the panel frame.
The utility model has the advantages that: the temporary channel laying device can be widely applied to temporary channel laying required by soft soil areas with any thickness and various operation purposes, and has the advantages of strong environmental applicability, reasonable structure, strong practicability, strong integrity, clear function of each part, tight connection, strong operability, novel design and the like.
Drawings
Fig. 1 is a schematic structural view of the present invention;
FIG. 2 is a sectional view taken along line A-A of FIG. 1;
FIG. 3 is a schematic view of the middle telescopic body of the present invention in a closed state;
FIG. 4 is a schematic view of the expansion body of the present invention in an expanded state;
fig. 5 is a schematic view of the fitting structure of the present invention.
Detailed Description
The features of the present invention and other related features are described in further detail below by way of example in conjunction with the accompanying drawings to facilitate understanding by those skilled in the art:
as shown in fig. 1-5, the symbols 1-16 are respectively shown as: the panel frame comprises a panel frame 1, a sewage discharge cavity 2, a stabilizing rod 3, an inflation tube 4, a pressing-in end 5, an air vent 6, a telescopic body 7, a stabilizing end 8, a panel 9, a handle 10, an elastic cushion 11, a sealing ring 12, an inflation rubber ring 13, a heightening plate 14, a connecting female end 15 and a connecting male end 16.
Example (b): the self-stabilizing temporary channel laying device for the soft soil area in the embodiment can form a temporary channel in the soft soil area through construction so as to meet the requirements of various engineering construction operation activities.
As shown in fig. 1 and 2, the main body of the self-stabilizing temporary pathway laying apparatus in the present embodiment includes a panel frame 1, a soil discharging chamber 2, and a stabilizing rod 3. Wherein, the panel frame 1 is the main operation layer of the device and is arranged above the sewage discharge cavity 2. The inside of blowdown chamber 2 is the cavity, and its cavity is used for accepting the discarded object that produces in the use, and when the frame body of blowdown chamber 2 was arranged in soft soil area simultaneously, it can get rid of the cavity weak soil all around to the buoyancy that make full use of soft soil produced increases interim passageway laying device's use bearing capacity. The stabilizing rod 3 is arranged on the panel frame 1 and can be arranged into an integral structure connected with the panel frame 1 or a detachable connection structure with the panel frame 1, the stabilizing rod 3 is used for penetrating into the deep stratum of a soft soil area, the plane displacement of the temporary channel laying device can be limited, the stability is enhanced, and meanwhile, the use bearing capacity of the temporary channel laying device can be further improved.
As shown in fig. 2, the bottom of the stabilizing rod 3 is a pressing-in tip 5, and the pressing-in tip 5 is tapered upward from the bottom so that the stabilizing rod 3 can be embedded into the ground layer in the soft soil area. The bottom of the stabilizing rod 3 is provided with a telescopic body 7, the telescopic body 7 can be stretched along the horizontal direction, and the outer side end of the telescopic body 7 is provided with a stabilizing end 8. An inflation tube 4 is arranged in the stabilizing rod 3, and the inflation tube 4 is communicated with the telescopic body 7, so that the telescopic body 7 can extend to the outside (in the stratum of the soft soil region) and be embedded under the inflation action of the inflation tube 4; the top end of the inflation tube 4 can be exposed out of the surface of the panel frame 1, an inflation rubber ring 13 is arranged at the inflation opening, and a sealing ring 12 is arranged at the inflation rubber ring 13.
As shown in the changes of fig. 3 to 4, when the stabilizing rod 3 is pressed into a proper position, the sealing ring 12 on the panel frame 1 can be opened, rated gas is injected into the inflation tube 4 through the inflation rubber ring 13, and the gas expands the telescopic body 7 through the vent 6, so that the stabilizing end 8 is transversely embedded into the stratum of the soft soil area; at this moment, the plane displacement of the temporary channel laying device can be limited by the telescopic body 7 extending out in the horizontal direction, and the displacement of the temporary channel laying device in the using process is avoided, so that the stability is ensured, meanwhile, the telescopic body 7 extends out under the inflation action and has certain strength, and the extending length range is supported in the stratum of a soft soil area, so that extra bearing capacity can be provided for the temporary channel laying device, and the using bearing capacity of the temporary channel laying device is further improved.
As shown in fig. 1 and 2, the panel frame 1 is an array frame structure, and is divided into a plurality of sections by the vertically and horizontally staggered frame body, each section can be provided with a movable panel 9, the plurality of panels 9 are combined to form a working surface of a temporary passage, and an operator can perform various engineering construction work activities above the panels 9. A handle 10 is arranged above the panel 9, and an operator can freely move the panel 9 through the handle 10 on the panel 9 according to needs. An elastic cushion 11 is arranged at the contact part of the panel 9 and the panel frame 1 and used for buffering the acting force of the device, protecting the contact area of the panel 9 and the panel frame 1 and improving the use comfort.
In this embodiment, the handle 10 on the panel 9 may adopt an embedded structure, flush with the panel 9, and the sealing ring 12 on the stabilizing rod 3 is flush with the panel 9 in the area where the sealing ring is located, so as to ensure that the working surface provided by the panel 9 is a flat surface, thereby avoiding the use obstacle caused by unevenness.
As shown in figure 2, heightening plates 14 are arranged around the panel frame 1, and the heightening plates 14 can increase the volume of the device for removing soft soil, enhance buoyancy and further increase the bearing capacity of the device. Specifically, when the panel frame 1 and the sewage draining cavity 2 are pressed into the ground layer of the soft soil area together, the height of the heightening plate 14 is higher than the surface of the panel frame 1, so that the panel frame 1 and the sewage draining cavity 2 can be pressed into a relatively deeper position, thereby removing the soft soil with larger volume and further realizing the enhancement of buoyancy.
As shown in fig. 2 and 5, the temporary pathway laying device in this embodiment adopts a unit body splicing structure, that is, the device shown in fig. 1 is a unit body, and a plurality of unit bodies can be spliced to form a temporary pathway. The two ends of the plate body of the panel frame 1 are respectively provided with a connecting female end head 15 and a connecting male end head 16, the two panel frames 1 can be embedded in the same plane in a left-right mode through the connecting female end head 15 and the connecting male end head 16, the connecting female end head 15 and the connecting male end head 16 are embedded, the vertical displacement of the adjacent panel frames 1 can be mutually restricted, the flatness of the adjacent panel frames 1 is further enhanced, and the channel laying effect is improved.
In this embodiment, the female connection terminal 15 and the male connection terminal 16 are formed in a hook-shaped structure, so that the integrity between the panel frames 1 is improved.
In practical application, the present embodiment includes the following steps:
1) and preliminarily evaluating the number of the unit bodies of the laying device required according to the requirements of engineering construction operation activities. Specifically, the number of unit cells required is calculated, for example, from the length required for the provisional channel.
2) The panel frames 1 are placed at preset positions of the temporary passage, and meanwhile, the panel frames 1 are embedded and placed in place through the connecting female end heads 15 and the connecting male end heads 16. The fitting refers to fitting performed along the extending direction of the temporary channel.
3) The panel frame 1 and the stabilizing rods 3 are pressed into the stratum, and the heightening plates 14 can be arranged around the panel frame 1 according to the bearing capacity requirement. For the structure that the stabilizing rod 3 can freely move up and down in the panel frame 1 and the sewage discharge cavity 2, namely the stabilizing rod 3 is connected with the panel frame 1 in a detachable connection mode, at the moment, the panel frame 1 can be put in place firstly, and then the stabilizing rod 3 is inserted.
4) The seal ring 12 is opened and a predetermined amount of gas is pressed into the inflatable rubber ring 13. The gas enters the telescopic body 7 through the vent 6, and the telescopic body 7 extends out and is embedded in the stratum of the soft soil area.
5) The extension condition of the telescopic body 7 is judged according to the inflation quantity and the inflation pressure, and after the stabilizing end 8 stably enters the stratum of the soft soil area from the horizontal direction, the sealing ring 12 is covered.
6) The panel 10 is placed on the panel frame 1 through the handle.
7) And 6), repeating the step 6) to finish the temporary channel laying.
8) After the temporary channel is used, the sealing ring 12 is opened to release the gas, and the telescopic body 7 is contracted and closed.
The movable panels 9 arranged on the panel frame 1 can widen the application range of the device by the position or the number of the panels 9. For example: when the survey operation is carried out on the temporary passage, the panel 9 at the corresponding position can be lifted through the lifting handle 10 so as to directly carry out the survey operation on the stratum of the soft soil area below. For another example: when the transfer of the construction equipment is performed on the temporary passage, the panel 9 can be fully spread on the panel frame 1.
In the embodiment, in specific implementation: as shown in fig. 2, in this embodiment, two telescopic bodies 7 with opposite telescopic directions are disposed below the stabilizing rod 3, and in order to further improve the limiting effect and the lifting effect on the bearing capacity, a plurality of telescopic bodies capable of extending in other directions may be further added below the stabilizing rod 3, for example, four telescopic bodies are uniformly and symmetrically disposed below the stabilizing rod 3, and each telescopic body is disposed at a right angle.
As shown in fig. 1, in addition to the connection female terminal 15 and the connection male terminal 16 disposed on two sides of the panel frame 1, a connection structure may also be disposed on the other two sides of the panel frame 1, so that the panel frame 1 may also expand its coverage area, i.e., expand the width of the temporary channel formed by the panel frame 1, so as to further expand its application range. In the embodiment, the connection structure may be the connection female terminal 15 and the connection male terminal 16 of the embodiment, or other connection structures for realizing the fitting connection may be adopted.
The stabilizing rod 3 can be provided with a telescopic structure to meet the stabilizing requirements of different depths. The telescopic structure can adopt a structure such as a sleeved telescopic joint, a splicing type section and the like.
The main body part in this embodiment: the panel 9, the panel frame 1, the connecting sub-end 16, the connecting female end 15, the stabilizing rod 3, the heightening plate 14 and the like can be made of conforming materials with lighter weight and stronger rigidity and strength. The panel 9 may be made of a conventional pressure-resistant material such as a formwork and a bamboo board, depending on the material. The telescopic body 7 can be made of a material with strong resilience, small fatigue damage, strong stability and capability of preventing puncture by sharp objects.
Although the conception and the embodiments of the present invention have been described in detail with reference to the drawings, those skilled in the art will recognize that various changes and modifications can be made therein without departing from the scope of the appended claims, and therefore, the description thereof is not repeated herein.
Claims (7)
1. The utility model provides a self-stabilization formula temporary channel laying device for soft soil area which characterized in that: the temporary channel laying device comprises a panel frame, a sewage discharge cavity and a stabilizing rod, wherein the panel frame is arranged above the sewage discharge cavity, a panel is arranged on the panel frame, the upper side of the panel is used as a channel, the stabilizing rod is arranged on the panel frame and penetrates through the sewage discharge cavity downwards, a transverse embedding body is arranged on the stabilizing rod, and the transverse embedding body can stretch in the horizontal direction.
2. The self-stabilized temporary walkway laying apparatus for soft soil areas of claim 1, wherein: the utility model discloses a panel frame, including panel frame, horizontal embedding body, inflation tube, inflation line, flexible body and inflation tube, the body of rod inside of firm pole is provided with the gas tube, inflation line's inflation inlet is seted up on the surface of panel frame, horizontal embedding body is the flexible body, the flexible body with the inflation tube is linked together, the flexible body can stretch out to the horizontal direction under the inflation of gas tube with the embedding weak soil.
3. The self-stabilized temporary walkway laying apparatus for soft soil areas of claim 2, wherein: the outer side end of the telescopic body is provided with a stable end head.
4. A self-stabilized temporary walkway installation for soft soil areas as claimed in claim 1 or 2 wherein: and a press-in end socket is arranged at the bottom of the stabilizing rod.
5. The self-stabilized temporary walkway laying apparatus for soft soil areas of claim 1, wherein: a female connecting end and a male connecting end are respectively arranged on two sides of the panel frame, and the female connecting end and the male connecting end are matched in structure to form embedding; the panel frames can form a whole through the embedding between the connecting female end head and the connecting male end head.
6. The self-stabilized temporary walkway laying apparatus for soft soil areas of claim 1, wherein: the panel and the panel frame form detachable fixed connection, and an elastic pad is arranged at the contact position between the panel and the panel frame.
7. The self-stabilized temporary walkway laying apparatus for soft soil areas of claim 1, wherein: the periphery of the panel frame is provided with a heightening plate, and the heightening plate is higher than the panel frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121114803.1U CN215252073U (en) | 2021-05-24 | 2021-05-24 | Self-stabilizing temporary channel laying device for soft soil area |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121114803.1U CN215252073U (en) | 2021-05-24 | 2021-05-24 | Self-stabilizing temporary channel laying device for soft soil area |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215252073U true CN215252073U (en) | 2021-12-21 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121114803.1U Active CN215252073U (en) | 2021-05-24 | 2021-05-24 | Self-stabilizing temporary channel laying device for soft soil area |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215252073U (en) |
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2021
- 2021-05-24 CN CN202121114803.1U patent/CN215252073U/en active Active
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