Sand rib soft mattress

Abstract

The utility model discloses a sand rib soft body mattress, and belongs to the technical field of sand rib soft body mattresses, the sand rib soft body mattress comprises a lower geotechnical cloth, a plurality of rows of sand rib sleeves are arranged on the lower geotechnical cloth, the sand rib sleeves are sewn on the lower geotechnical cloth through reinforced belts, a plurality of discharge pipes are arranged on the sand rib sleeves, a plurality of discharge holes are formed in the discharge pipes, and the discharge pipes penetrate through the lower geotechnical cloth. The sand rib soft mattress has the effects that the stability of the sand rib soft mattress laid at the bottom of a water body is improved, and overturning of the sand rib soft mattress is reduced.

Description

TECHNICAL FIELD

[0001] The present application relates to the technical field of sand rib soft mattress, and in particular to a sand rib soft mattress. BACKGROUND

[0002] In the field of water crossing engineering construction, sand rib soft mattress has been widely used in waterway regulation, water gate dam, gap protection, riprap revetment, river regulation and other underwater engineering.

[0003] The existing sand rib soft mattress is composed of a mattress and a sand rib ballast. The mattress is sewn with a reinforcing belt and a sand rib sleeve. A geotextile long tube bag is inserted into the sand rib sleeve, and the long tube bag is filled with sand to form a sand rib. Then the sand rib soft mattress is laid on the bottom of the water body by a laying ship.

[0004] In the above technology, when the sand rib soft mattress is laid, the sand rib soft mattress sinks into the bottom of the water body by its own gravity. Since the flow of the water body bottom is relatively rapid, when the flow impact force of the water body bottom is greater than the pressure of the sand rib soft mattress, the sand rib soft mattress may be turned over. CONTENT OF THE UTILITY MODEL

[0005] In order to improve the problem of sand rib soft mattress turning over when the river bottom flow is rapid, the present application provides a sand rib soft mattress.

[0006] The sand rib soft mattress provided by the present application adopts the following technical solution:

[0007] A sand rib soft mattress comprises a lower geotextile, a plurality of sand rib sleeves are arranged on the lower geotextile, the sand rib sleeves are sewn on the lower geotextile by a reinforcing belt, a plurality of sand discharge pipes are arranged on the sand rib sleeves, a plurality of sand discharge holes are formed on the sand discharge pipes, and the sand discharge pipes pass through the lower geotextile.

[0008] By adopting the above technical solution, when the sand rib soft mattress is laid, the sand mortar is poured into the sand rib sleeve. When the sand rib soft mattress is laid on the bottom of the water body, the sand discharge pipe on the sand rib sleeve is inserted into the silt at the bottom of the water body, the sand mortar in the sand rib sleeve flows out through the sand discharge hole on the sand discharge pipe, the sand mortar flows into the silt at the bottom of the water body, and with the passage of time, the sand mortar in the silt solidifies, thereby further stabilizing the sand rib soft mattress at the bottom of the water body, and reducing the possibility of the sand rib soft mattress turning over when the river bottom flow is rapid.

[0009] Preferably, a sealing pipe is sleeved on the sand discharge pipe, the sealing pipe is connected with the sand discharge pipe in a sliding manner along the vertical direction, a through opening is formed on the outer circumferential surface of the sealing pipe, and the through opening is in communication with the sand discharge hole.

[0010] By adopting the technical scheme, when the mortar is poured into the sand rib sleeve, the through opening on the sealing pipe is dislocated with the discharging hole on the discharging pipe, thereby reducing the possibility of the mortar flowing out of the discharging hole on the discharging pipe when pouring the mortar into the sand rib sleeve.

[0011] Preferably, the inner bottom surface of the discharging pipe is provided with a through hole, the inner bottom surface of the sealing pipe is fixed with a sealing column, the top end of the sealing column is inserted into the through hole, the circumferential side of the sealing column is sleeved with a tension spring, the top end of the tension spring is fixed to the bottom surface of the discharging pipe, and the bottom end of the tension spring is fixed to the inner bottom surface of the sealing pipe.

[0012] By adopting the technical scheme, when the sand rib soft body is laid on the laying ship, the sealing pipe moves upward under the pressure of the sand rib soft body, so that the discharging hole is dislocated with the through opening, when the sand rib soft body is discharged to the bottom of the water body, the tension spring is in a stretched state, the sealing pipe moves downward under the elastic force of the tension spring, so that the through opening is communicated with the discharging hole, thereby facilitating the mortar to be discharged through the discharging hole and the through opening when the sand rib soft body is discharged to the bottom of the water body.

[0013] Preferably, the outer circumferential surface of the sealing pipe is fixed with a limiting ring, and the inner circumferential surface of the sealing pipe is provided with an annular groove, and the limiting ring is vertically slidably arranged in the annular groove.

[0014] By adopting the technical scheme, when the sealing pipe moves downward, the top surface of the limiting ring abuts against the inner top surface of the annular groove, so that the through opening is aligned with the discharging hole.

[0015] Preferably, the upper geotechnical cloth is arranged above the multiple rows of sand rib sleeves, and the upper geotechnical cloth is sewn on the lower geotechnical cloth and the sand rib sleeve through the reinforcing belt.

[0016] By adopting the technical scheme, the upper geotechnical cloth is arranged above the multiple rows of sand rib sleeves, and the upper geotechnical cloth is connected with the lower geotechnical cloth and the sand rib sleeve through the reinforcing belt, thereby improving the overall strength of the sand rib soft body and reducing the possibility of the sand rib soft body being torn when being discharged.

[0017] Preferably, the lower geotechnical cloth is a reinforced woven composite geotechnical cloth, and the woven cloth is on the top and the non-woven cloth is on the bottom.

[0018] By adopting the technical scheme, the lower geotechnical cloth is a composite geotechnical cloth, thereby improving the tear resistance of the lower geotechnical cloth when the sand rib soft body is discharged.

[0019] Preferably, the bottom end of the sealing pipe is semicircular.

[0020] By adopting the technical scheme, the bottom end of the sealing pipe is semicircular, thereby facilitating the movement of the sealing pipe on the laying ship when the sand rib soft body is discharged.

[0021] Preferably, the sand rib sleeve is provided with a drainage port at the end away from the sand pouring port.

[0022] By adopting the technical scheme, the drainage port is arranged at the end of the sand rib sleeve away from the sand pouring port, so that when the sand mortar is poured into the sand rib sleeve, the water in the sand mortar is conveniently discharged from the drainage port, and the sand mortar is conveniently filled in the sand rib sleeve.

[0023] In summary, the present application has at least one of the following beneficial technical effects:

[0024] 1. When laying the sand rib soft mattress, the sand mortar is poured into the sand rib sleeve, and when the sand rib soft mattress is laid on the bottom of the water body, the discharge pipe on the sand rib sleeve is inserted into the silt on the bottom of the water body, so that the sand mortar in the sand rib sleeve flows out through the discharge hole on the discharge pipe, and the sand mortar flows into the silt on the bottom of the water body. With the passage of time, the sand mortar in the silt solidifies, thereby further stabilizing the sand rib soft mattress on the bottom of the water body, and reducing the possibility of the sand rib soft mattress being turned over when the water flow on the river bottom is rapid.

[0025] 2. The sealing tube is sleeved on the discharge pipe, and when the sand mortar is poured into the sand rib sleeve, the through port on the sealing tube is misaligned with the discharge hole on the discharge pipe, thereby reducing the possibility of the sand mortar flowing out of the discharge hole on the discharge pipe when the sand mortar is poured into the sand rib sleeve.

[0026] 3. When the sand rib soft mattress is laid on the laying ship, the sealing tube moves upward under the pressure of the sand rib soft mattress, so that the discharge hole is misaligned with the through port. When the sand rib soft mattress is laid on the bottom of the water body, the tension spring is in a stretched state, and the sealing tube moves downward under the elastic force of the tension spring, so that the through port is in communication with the discharge hole, thereby facilitating the discharge of the sand mortar through the discharge hole and the through port when the sand rib soft mattress is laid on the bottom of the water body. BRIEF DESCRIPTION OF DRAWINGS

[0027] Figure 1 is a schematic diagram of the overall structure of the sand rib soft mattress of the embodiment of the present application.

[0028] Figure 2 is a schematic diagram of the structure of the sand rib sleeve in the embodiment of the present application.

[0029] Figure 3 is a sectional view of the discharge pipe in the embodiment of the present application.

[0030] Reference signs: 1, lower geotextile; 11, sand rib sleeve; 12, upper geotextile; 13, drainage port; 2, discharge pipe; 21, discharge hole; 22, sealing tube; 23, annular groove; 24, limiting ring; 25, through port; 26, tension spring; 27, through hole; 28, sealing column. DETAILED DESCRIPTION

[0031] The following will be described in detail with reference to the accompanying drawings Figures 1-3Further details of the application are described below.

[0032] The application discloses a sand rib soft mattress.

[0033] With reference to Figure 1 and Figure 2 The sand rib soft mattress comprises a lower geotextile 1 and a plurality of sand rib sleeves 11 arranged on the lower geotextile 1, the lower geotextile 1 is a reinforced woven composite geotextile, the woven fabric is on the upper side, and the non-woven fabric is on the lower side, the sand rib sleeve 11 is sewn on the surface of the lower geotextile 1 through a reinforcing belt, and an end, away from a grouting port, of the sand rib sleeve 11 is provided with a drainage port 13.

[0034] With reference to Figure 1 and Figure 3 A plurality of discharge pipes 2 are fixed to the outer circumferential surface of the sand rib sleeve 11, the plurality of discharge pipes 2 are arranged at equal intervals along the axial direction of the sand rib sleeve 11, and the discharge pipes 2 are in communication with the sand rib sleeve 11. An end, away from the sand rib sleeve 11, of the discharge pipe 2 penetrates through the lower geotextile 1, and a plurality of discharge holes 21 are formed in the outer circumferential surface of the discharge pipe 2. A sealing pipe 22 is sleeved on the discharge pipe 2, and the bottom end of the sealing pipe 22 is semicircular. An annular groove 23 is formed in the inner circumferential surface of the sealing pipe 22, a limiting ring 24 is fixedly sleeved on the outer circumferential surface of the discharge pipe 2, and the outer circumferential surface of the limiting ring 24 is in abutment with the inner circumferential surface of the annular groove 23. A through port 25 is formed in the outer circumferential surface of the sealing pipe 22, and the through port 25 is in communication with the discharge hole 21. A through hole 27 is formed in the inner bottom surface of the discharge pipe 2, a sealing column 28 is fixed to the inner bottom surface of the sealing pipe 22, and the top end of the sealing column 28 is inserted into the through hole 27. A tension spring 26 is sleeved on the side of the sealing column 28, the top end of the tension spring 26 is fixed to the bottom surface of the discharge pipe 2, and the bottom end of the tension spring 26 is fixedly connected to the inner bottom surface of the sealing pipe 22.

[0035] The implementation principle of the sand rib soft mattress is as follows: when the sand rib soft mattress needs to be laid, the sand rib soft mattress is first laid on a laying ship, the sealing pipe 22 moves upward under the pressure of the sand rib soft mattress, the through port 25 and the discharge hole 21 are staggered, so that the discharge pipe 2 is in a sealed state when grouting into the sand rib sleeve 11, and then the mud in the sand rib sleeve 11 is prevented from leaking out in advance when the sand rib soft mattress is laid on the bottom of the water.

[0036] When the sand rib sleeve 11 is filled with grout, the sand rib soft mattress is laid towards the bottom of the water body through the laying ship, and when the sealing pipe 22 is separated from the laying ship, the sealing pipe 22 moves downward under the elastic force of the tension spring 26, so that the through port 25 is aligned with the discharge hole 21.

[0037] When the sand rib soft mattress sinks to the bottom of the water body, the sealing tube 22 and the discharge pipe 2 are inserted into the silt at the bottom of the water body, so that the mortar in the sand rib sleeve 11 flows out through the discharge hole 21 and the through hole 25, and the mortar in the outflow part seeps into the silt. With the passage of time, the mortar flowing into the silt solidifies, thereby further improving the stability of the sand rib soft mattress laid on the bottom of the water body, and further reducing the possibility of the sand rib soft mattress being turned over when the water flow at the bottom of the water body is relatively rapid.

[0038] The above are preferred embodiments of the present application, and are not intended to limit the protection scope of the present application. Therefore, any equivalent changes made on the basis of the structure, shape, and principle of the present application should be covered within the protection scope of the present application.

Claims

1. A sand rib mattress characterized in that: Includes a lower geotextile (1), on which multiple rows of sand ribs (11) are provided. The sand ribs (11) are sewn onto the lower geotextile (1) by reinforcing strips. Multiple discharge pipes (2) are provided on the sand ribs (11). Multiple discharge holes (21) are opened on the discharge pipes (2). The discharge pipes (2) pass through the lower geotextile (1).

2. A sandmat according to claim 1, characterized in that: A sealing tube (22) is fitted on the discharge pipe (2). The sealing tube (22) is slidably connected to the discharge pipe (2) in the vertical direction. An opening (25) is opened on the outer circumferential surface of the sealing tube (22). The opening (25) can be connected to the discharge hole (21).

3. A sand ribbed mattress according to claim 2, characterised in that: The discharge pipe (2) has a through hole (27) on its inner bottom surface. The sealing pipe (22) has a sealing post (28) fixed on its inner bottom surface. The top end of the sealing post (28) is inserted into the through hole (27). A tension spring (26) is sleeved on the periphery of the sealing post (28). The top end of the tension spring (26) is fixed to the bottom surface of the discharge pipe (2), and the bottom end of the tension spring (26) is fixed to the inner bottom surface of the sealing pipe (22).

4. A sand ribbed mattress according to claim 2, characterized in that: A limiting ring (24) is fixed on the outer circumferential surface of the sealing tube (22), and an annular groove (23) is provided on the inner circumferential surface of the sealing tube (22). The limiting ring (24) is slidably disposed in the annular groove (23) along the vertical direction.

5. A sand ribbed mattress according to claim 1, characterized in that: An upper geotextile (12) is provided above the multiple rows of sand rib sleeves (11), and the upper geotextile (12) is sewn onto the lower geotextile (1) and the sand rib sleeves (11) by reinforcing strips.

6. A sand rib mattress according to claim 1, characterized in that: The lower geotextile (1) is a reinforced woven composite geotextile, with the woven fabric on top and the non-woven fabric on the bottom.

7. A sand rib mattress according to claim 2, characterized in that: The bottom end of the sealing tube (22) is semi-circular.

8. A sandmat according to claim 1, characterized in that: The sand rib sleeve (11) is provided with a drain outlet (13) at the end away from the sand filling port.

Images