CN217399524U

CN217399524U - Dam break and fill device for blocking dam

Info

Publication number: CN217399524U
Application number: CN202221238339.1U
Authority: CN
Inventors: 朱启发
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-05-23
Filing date: 2022-05-23
Publication date: 2022-09-09
Anticipated expiration: 2032-05-23

Abstract

The utility model provides a shutoff dam break embankment floodwall ware, include the underframe and install last rail directly over the underframe, the central bottom of underframe is provided with excavator car hopper installation mechanism, the front side is provided with preceding frame, the left side is provided with left side frame, the right side is provided with right side frame, the outside of preceding frame the outside of left side frame with the outside of right side frame is provided with a plurality of steel pipe fixture, every steel pipe fixture all includes two arc bolts that the right angle backup plate of vertical setting and arranged one on the other, correspond on two right angle sideboard of right angle backup plate installation breach, four has been seted up respectively at arc bolt's both ends installation breach all extends along the horizontal direction. The dam breaking and filling device for the blocking dam has the advantages of scientific design, convenience in use, quickness and firmness in dam blocking and capability of greatly saving manpower, material resources and financial resources.

Description

Dam break and fill device for blocking dam

Technical Field

The utility model relates to an utensil that is used for shutoff to break dyke and fill dam, specific theory has related to a shutoff dam breaks dyke and fills dam ware.

Background

At present, when a dam breaks, people mainly adopt a mode of pouring a large amount of gravel and soil at the broken position for plugging, but as the water flow at the broken position is very quick, the gravel and soil is easily washed away, so that the gravel and soil can be only quickly and massively poured, even vehicles need to be connected to carry the materials together to be filled at the broken position in an emergency state, so that the dam is formed by quickly blocking water, and the loss is huge.

In order to solve the above problems, people always seek an ideal technical solution.

Disclosure of Invention

The utility model aims at the not enough of prior art to a shutoff dam break embankment ware that design science, convenient to use, dam are fast firm again, can use manpower sparingly in a large number is provided.

In order to realize the purpose, the utility model discloses the technical scheme who adopts is: the utility model provides a shutoff dam break floodwall ware, includes the underframe and installs last rail directly over the underframe, the central bottom of underframe is provided with excavator car hopper installation mechanism, the front side is provided with preceding frame, the left side is provided with left side frame, the right side is provided with right side frame, the outside of preceding frame the outside of left side frame with the outside of right side frame is provided with a plurality of steel pipe fixture, every steel pipe fixture all includes the right angle backup plate of vertical setting and two arc bolts that arrange one on top of the other, correspond on two right angle sideboard of right angle backup plate installation breach, four have been seted up respectively to the both ends of arc bolt the installation breach all extends along the horizontal direction.

Based on the above, the underframe further comprises a main beam and two inclined struts, the two ends of the main beam are respectively connected with the middle part of the left frame and the middle part of the right frame, the two inclined struts are connected between the main beam and the front frame, and the excavator bucket mounting mechanism is a plurality of vertical bolts arranged at the bottom of the main beam and the bottom of the front frame.

Based on the above, the front frame, the left frame, the right frame, the main beam and the two inclined struts all adopt angle steel.

On the basis, the upper fence comprises four stand columns, two long square tubes and two short square tubes, wherein the bottom ends of the stand columns are respectively installed at the two ends of the left side frame and the two ends of the right side frame, the two long square tubes and the two short square tubes form a rectangular frame and are installed at the four tops of the stand columns.

Based on the above, four the stand bottom is installed through the screw respectively the both ends of left side frame with the both ends of right side frame, two the both ends of rectangular pipe are provided with the double-end inserted bar respectively, the stand top with short square both ends of managing correspond respectively the jack has been seted up to the double-end inserted bar.

Compared with the prior art, the utility model has substantive characteristics and progress, in particular to the utility model, the excavator car hopper mounting mechanism can be mounted on the back of the excavator car hopper, when in work, the front of the excavator car hopper faces downwards, the back faces upwards, people stand on the car hopper to operate, the upper fence can prevent personnel from falling off, a plurality of steel pipes are leaned against a plurality of right angle backup plates, the arc bolt is used for fastening the steel pipes and rotating the screw cap to lock the steel pipes, the arrangement of the mounting gap can conveniently adjust the clamping diameter so as to clamp the steel pipes with different thicknesses, after the mounting is completed, the excavator is started to move the car hopper to the break position of the dam, the car hopper is pressed downwards to insert a plurality of steel pipes into the bottom of the river channel to form a ring pile, after the firm nailing, a bag filled with sand stone is put into the ring pile, thereby preventing the sand stone from being washed away by the torrent, realizing the quick plugging of the break position, the dam sealing device has the advantages of scientific design, convenience in use, quickness and fastness in dam sealing, and capability of greatly saving manpower, material resources and financial resources.

Furthermore, the main beam and the two diagonal braces are arranged, and the front frame, the left frame, the right frame, the main beam and the two diagonal braces all adopt angle steel, so that the overall strength of the lower frame is improved; four stand, two long side pipe and two short side pipe is constituteed jointly go up the rail, through the setting of stand bottom screw, double-end inserted bar and jack, can realize going up the quick assembly disassembly of rail.

Drawings

Fig. 1 is a schematic side structure view of the dam break and fill device of the middle plugging dam of the present invention.

Fig. 2 is a plan view of the middle lower frame of the present invention.

Fig. 3 is a top view of the upper rail of the present invention.

Fig. 4 is a front view of the steel tube clamping mechanism of the present invention.

Fig. 5 is a top view of the steel tube clamping mechanism of the present invention.

Fig. 6 is a schematic structural view of the middle-long square tube of the present invention.

In the figure: 1. a lower frame; 2. a steel pipe clamping mechanism; 3. a column; 4. a long square tube; 5. short square tubes; 6. a double-ended plunger; 11. a front frame; 12. a left frame; 13. a right frame; 14. a main beam; 15. bracing; 16. a vertical bolt; 21. a right angle backup plate; 22. an arc bolt; 23. and (7) installing a notch.

Detailed Description

The technical solution of the present invention will be described in further detail through the following embodiments.

As shown in fig. 1-6, a dam break and embankment breaker for blocking a dam comprises a lower frame 1 and an upper fence installed right above the lower frame 1, wherein the lower frame 1 comprises a front frame 11 located on the front side, a left frame 12 located on the left side, a right frame 13 located on the right side, a main beam 14 and two inclined struts 15, two ends of the main beam 14 are respectively connected with the middle part of the left frame 12 and the middle part of the right frame 13, and the two inclined struts 15 are connected between the main beam 14 and the front frame 11, wherein the front frame 11, the left frame 12, the right frame 13, the main beam 14 and the two inclined struts 15 all adopt angle steel, so that the overall strength of the lower frame 1 can be ensured, two vertical bolts 16 are respectively arranged at the bottom of the main beam 14 and the bottom of the front frame 11, and an excavator bucket installation mechanism is composed of the four vertical bolts 16, for mounting to the back of the hopper of an excavator.

The outside of preceding frame 11 the outside of left side frame 12 with the outside of right side frame 13 is provided with 14 steel pipe fixture 2 altogether for centre gripping steel pipe, every steel pipe fixture 2 all includes the right angle backup plate 21 of vertical setting and two arc bolt 22 of arranging one on top of the other, correspond on two right angle sideboard of right angle backup plate 21 installation breach 23, four have been seted up respectively to arc bolt 22's both ends installation breach 23 all extends along the horizontal direction.

Go up the rail and specifically include four stands 3, two rectangular pipes 4 and two short square pipes 5, four the bottom of stand 3 is installed through the screw respectively the both ends of left side frame 12 with the both ends of right side frame 13, two rectangular pipes 4 and two short square pipes 5 constitute the rectangle frame, install four the top of stand 3, wherein, two the both ends of rectangular pipes 4 are provided with double-end inserted bar 6 respectively, 3 tops of stand with short square pipes 4 both ends correspond respectively the jack has been seted up to double-end inserted bar 6, realize quick assembly disassembly through double-end inserted bar 6 and jack.

When the excavator is used specifically, the front surface of a bucket of the excavator faces downwards, the back surface of the bucket of the excavator faces upwards, the lower frame 1 is fixedly installed on the back surface of the bucket of the excavator through four vertical bolts 16 (when holes in the bucket are not aligned or have no holes, the lower frame can be directly welded and cut off after use), the front frame 11 faces forwards, a person stands on the bucket to operate, the upper fence can prevent the person from falling off, a plurality of (at most ten) steel pipes (the diameter of each steel pipe can be 1-2 inches, and the length of each steel pipe can be 6-12 meters) are respectively leaned against a right-angle backup plate 21, the steel pipes are fastened through the arc-shaped bolts 22, nuts are rotated to lock the steel pipes, the installation notches 23 can be conveniently adjusted in clamping diameter so as to clamp the steel pipes with different thicknesses, if necessary, after enough soil is left in the lower parts of the steel pipes, ropes or steel nets are bound on the steel pipes, the bucket is better fixed, the excavator is started, the bucket is moved to the break dike, the bucket is pressed downwards to insert a plurality of steel pipes into the bottom of a river channel to form a ring pile (the width is at least one meter), after the steel pipes are firmly nailed, the arc-shaped bolts 22 are loosened by workers, the bucket is withdrawn, bags filled with sand, soil and stones are put into the ring pile, so that the sand, soil and stones are prevented from being flushed away by a rush current, the break dike is quickly plugged, and the operation is continuously repeated to be pushed forward until the break dike is closed.

When the dam is used as a embankment, the method for plugging and breaking the embankment can be referred to, and the difference is that only steel pipes, angle steel and even wood-bamboo piles with proper thickness and length need to be installed on a car hopper of an excavator, and the water overflowing can be generally not more than two meters, so that the dam can be made of common materials. When the flood prevention dam is built on a large dam, similar to the operation of blocking and breaking the dam, two rows of row piles or ring piles with proper width and height are drilled on the large dam in advance, then the row piles or the ring piles are filled with sand bags, various plates and other shielding objects can be additionally arranged on the two sides of the row piles, then the sand and stone soil is filled, and the water blocking dam can be formed, and the dam cannot collapse as long as the ground piles are firmly fixed. The method can be used for manufacturing the firmest and most environment-friendly water blocking dam with the least resources and the fastest speed.

Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present invention and not for limiting the same; although the present invention has been described in detail with reference to preferred embodiments, it should be understood by those skilled in the art that: the invention can be modified or equivalent substituted for some technical features; without departing from the spirit of the present invention, it should be understood that the scope of the claims is intended to cover all such modifications and variations.

Claims

1. The utility model provides a shutoff dam break overtopping ware which characterized in that: including the underframe and installing go up the rail directly over the underframe, the central bottom of underframe is provided with excavator car hopper installation mechanism, the front side is provided with preceding frame, the left side is provided with left side frame, the right side is provided with right side frame, the outside of preceding frame the outside of left side frame with the outside of right side frame is provided with a plurality of steel pipe fixture, every steel pipe fixture all includes the right angle backup plate of vertical setting and two arc bolts that arrange one on the other, correspond on two right angle sideboard of right angle backup plate the installation breach has been seted up respectively, four at the both ends of arc bolt, the installation breach all extends along the horizontal direction.

2. The dam break and fill device of claim 1, wherein: the lower frame further comprises a main beam and two inclined struts, the two ends of the main beam are respectively connected with the middle portion of the left frame and the middle portion of the right frame, the two inclined struts are connected between the main beam and the front frame, and the excavator bucket mounting mechanism is a plurality of vertical bolts arranged at the bottom of the main beam and the bottom of the front frame.

3. The dam break flooder of a plugging dam of claim 2, wherein: the front frame, the left frame, the right frame, the main beam and the two inclined struts are all made of angle steel.

4. The device for closing dam break and filling according to any one of claims 1-3, wherein: go up the rail and include four stands, two rectangular pipes and two short square pipes, four the bottom of stand is installed respectively the both ends of left side frame with the both ends of right side frame, two rectangular pipes and two short square pipes constitute the rectangle frame, install four the top of stand.

5. The dam break and fill device of claim 4, wherein: four the stand bottom is installed through the screw respectively the both ends of left side frame with the both ends of right side frame, two the both ends of rectangular pipe are provided with the double-end inserted bar respectively, the stand top with short square both ends of managing correspond respectively the jack has been seted up to the double-end inserted bar.