CN211037014U - Miniature stake combination wall supporting construction - Google Patents

Abstract

The utility model discloses a micro pile combined wall supporting structure in the technical field of micro piles, which comprises a main pipe, grouting holes, outer supporting ribs and inner supporting ribs, wherein the middle part of the peripheral outer wall of the main pipe is fixedly welded with a bottom plate, the outer wall of the main pipe is sleeved with a liner pipe, after the main pipe is fixed, the liner pipe and a rigid polyurethane foam protection plate are sleeved on the outer wall of the main pipe, then an insert block at the bottom of a cross beam is inserted into the top of the main pipe, and then a fixing screw is screwed in to fix the insert block, at the moment, an X-shaped protection rod is also inserted into an insert groove, the main pipe and the X-shaped protection rod form a protection wall, the slope body and the root of a mountain body are reinforced and protected, the damage of disasters such as debris flow to buildings and pavements under the mountain feet is reduced, the cellular rubber ring and the supporting spring are deformed to generate elasticity when being impacted, the impacting force can be applied to the, the rigid polyurethane foam protection plate can be replaced only by pulling out the liner tube.

Description

Miniature stake combination wall supporting construction

Technical Field

The utility model relates to a miniature stake technical field specifically is a miniature stake combination wall supporting construction.

Background

In the rainwater angle in summer, the slope and the massif receive the rainwater erosion and easily appear collapsing and the accident of landslide, in order to protect the building and the road surface of slope and massif bottom, need use the combination wall to carry out the reinforcement to slope and massif, for this reason, we provide a miniature stake combination wall supporting construction.

SUMMERY OF THE UTILITY MODEL

An object of the utility model is to provide a miniature stake combination wall supporting construction to solve the problem that proposes in the above-mentioned background art.

In order to achieve the above object, the utility model provides a following technical scheme: a micro pile combined wall supporting structure comprises a main pipe, grouting holes, outer supporting ribs and inner supporting ribs, wherein a bottom plate is fixedly welded in the middle of the peripheral outer wall of the main pipe, the grouting holes and the outer supporting ribs are arranged at the bottom of the joint of the main pipe and the bottom plate, the inner supporting ribs are arranged in the inner cavity of the main pipe, inserting blocks are movably inserted into the top of the inner cavity of the main pipe, the tops of two groups of the inserting blocks are fixedly connected with cross beams, connecting plates are arranged at the tops and the bottoms of the joints of two adjacent groups of the cross beams, screw holes are formed in four corners of the outer wall of one side, opposite to the two groups of the connecting plates, of the cross beam outer wall, screw hole mounting holes matched with the screw holes are formed in the outer wall of the cross beam, the tops of the inner supporting ribs are attached to the bottoms of the inserting blocks, fixing screws are connected to, liner tube bottom and the laminating of bottom plate top, the liner tube top is laminated with the fixed screw bottom, cellular rubber ring has been cup jointed to the equidistance about the liner tube outer wall, cellular rubber ring outer wall has cup jointed hard polyurethane foam guard plate, crossbeam bottom outer wall is provided with X type fender rod with the inboard of two sets of inserted block junctions, just bottom plate top outer wall is provided with the slot with X type fender rod bottom matched with.

Furthermore, the thickness of the cellular rubber rings is between five and ten centimeters, a supporting spring is arranged between two groups of the cellular rubber rings which are adjacent up and down, and two ends of the supporting spring are fixedly connected with the outer wall of the liner tube and the inner wall of the rigid polyurethane foam protection plate respectively.

Furthermore, the outer support ribs are distributed at the bottom of the peripheral outer wall of the main pipe in an annular array mode, and the inner support ribs are distributed in the inner cavity of the main pipe in a radial shape.

Furthermore, the outer wall of the bottom plate is provided with soil breaking cones in an annular array mode, and the soil breaking cones are located on the outer side of the main pipe.

Furthermore, the X-shaped protection rods are arranged in two groups in the front and at the back, and the X-shaped protection rods are located on the outer side of the main pipe.

Compared with the prior art, the beneficial effects of the utility model are that: the fixed back will be responsible for, overlap bushing pipe and rigid polyurethane foam guard plate in being responsible for the outer wall, then insert the inserted block of crossbeam bottom and be responsible for the top, it is fixed with the inserted block to screw in the set screw again, X type fender rod is also inserted into the slot this moment, form the protecting wall with X type fender rod through being responsible for, go into to consolidate and protect slope body and massif root, reduce calamity such as debris flow to the destruction on building and road surface under the mountain foot, and cellular rubber ring and supporting spring all can take place deformation production elasticity when receiving the striking, can weaken the impact who is responsible for and receive, reach the effect that the protection is responsible for, after calamity such as debris flow, only need extract the bushing pipe and change rigid polyurethane foam guard plate can.

Drawings

FIG. 1 is a schematic structural view of the present invention;

fig. 2 is a schematic view of the connection between the bottom plate and the main pipe of the present invention.

In the figure: 1. a main pipe; 2. grouting holes; 3. outer support ribs; 4. a base plate; 5. a soil breaking cone; 6. a liner tube; 7. a honeycomb rubber ring; 8. hard polyurethane foam guard plate; 9. a support spring; 10. inserting a block; 11. a cross beam; 12. fixing screws; 13. a connecting plate; 14. an X-shaped guard bar; 15. a slot; 16. and inner supporting ribs.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.

The utility model provides a technical scheme: a micro pile combined wall supporting structure is disclosed, please refer to fig. 1, which comprises a main pipe 1, a grouting hole 2, an outer supporting rib 3 and an inner supporting rib 16, wherein a bottom plate 4 is fixedly welded in the middle of the peripheral outer wall of the main pipe 1, the bottom plate 4 is installed on the ground, the grouting hole 2 and the outer supporting rib 3 are both arranged at the bottom of the joint of the main pipe 1 and the bottom plate 4, a pouring well is reserved at the installation position, after the main pipe 1 is inserted, concrete is injected into the main pipe 1, then the concrete enters the pouring well through the grouting hole 2, the main pipe 1 is poured in the pouring well, the inner supporting rib 16 is arranged in the inner cavity of the main pipe 1, an insert block 10 is movably inserted at the top of the inner cavity of the main pipe 1, the tops of the two groups of insert blocks 10 are fixedly connected with cross beams 11, connecting plates 13 are respectively arranged at the top and the bottom of the joint of the two adjacent groups of cross beams 11, after the main pipe 1 is fixed, a liner pipe 6 and a rigid polyurethane foam protection plate 8 are sleeved on the outer wall of the main pipe 1, then an insert block 10 at the bottom of a cross beam 11 is inserted into the top of the main pipe 1, then a fixing screw 12 is screwed in to fix the insert block 10, at the moment, an X-shaped protection rod 14 is also inserted into an insert slot 15, a protection wall is formed by the main pipe 1 and the X-shaped protection rod 14, a slope body and the root of a mountain body are reinforced and protected, damage of disasters such as debris flow to buildings and pavements under the mountain feet is reduced, the top of an inner support rib 16 is attached to the bottom of the insert block 10, the outer walls at the left side and the right side of the insert block 10 are in screw connection with fixing screws 12, one ends of two groups of fixing screws 12, which are opposite to each other, extend to the outer wall of the main pipe 1, the liner pipe 6 is sleeved on the outer wall of the main, the outer wall of the cellular rubber ring 7 is sleeved with a hard polyurethane foam protection plate 8, the hard polyurethane foam protection plate 8 and the cellular rubber ring 7 are matched to weaken the impact force on the main pipe 1, the hard polyurethane foam protection plate 8 and the cellular rubber ring 7 can be replaced after being damaged by force, the main pipe 1 does not need to be replaced, the service life of the main pipe 1 can be prolonged, the assembly time is saved (the main pipe 1 needs concrete pouring and then is dried, the time consumption is long), an X-shaped protection rod 14 is arranged on the inner side of the joint of the outer wall of the bottom of the crossbeam 11 and the two groups of insertion blocks 10, an insertion groove 15 matched with the bottom of the X-shaped protection rod 14 is arranged on the outer wall of the top of the bottom plate 4, and the crossbeam 11 and the X-shaped protection rod 14 are both made;

referring to fig. 1, the thickness of the cellular rubber ring 7 is five to ten centimeters, a support spring 9 is arranged between two groups of the cellular rubber rings 7 adjacent to each other at the upper and lower sides, two ends of the support spring 9 are respectively and fixedly connected with the outer wall of the liner tube 6 and the inner wall of the rigid polyurethane foam protection plate 8, the cellular rubber ring 7 and the support spring 9 are deformed to generate elastic force when being impacted, so that the impact force on the main tube 1 can be weakened, and the main tube 1 can be protected;

referring to fig. 1, the outer support ribs 3 are distributed at the bottom of the peripheral outer wall of the main pipe 1 in an annular array, and the inner support ribs 16 are distributed in the inner cavity of the main pipe 1 in a radial shape to reinforce the main pipe 1 and the concrete casting structure;

referring to fig. 1, the outer wall of the bottom plate 4 is provided with the soil-breaking cones 5 in an annular array, the soil-breaking cones 5 are positioned outside the main pipe 1, and the firmness of the installation of the bottom plate 4 can be improved when the soil-breaking cones 5 enter the ground;

referring to fig. 2, the two groups of X-shaped protection rods 14 are disposed in front of and behind the main pipe 1, and the two groups of X-shaped protection rods are located outside the main pipe 1, so that the cross beam 11 is reinforced and the protection effect of the combined wall is improved.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (5)

1. The utility model provides a micro pile combination wall supporting construction, is including being responsible for (1), injected hole (2), outer support muscle (3) and inner support muscle (16), its characterized in that: the middle part of the outer wall of the periphery of the main pipe (1) is fixedly welded with a bottom plate (4), the grouting holes (2) and the outer supporting ribs (3) are arranged at the bottom of the joint of the main pipe (1) and the bottom plate (4), the inner supporting ribs (16) are arranged in the inner cavity of the main pipe (1), the top of the inner cavity of the main pipe (1) is movably inserted with an insert block (10), the tops of two groups of the insert blocks (10) are fixedly connected with cross beams (11), the tops and the bottoms of the joints of two adjacent groups of the cross beams (11) are respectively provided with a connecting plate (13), screw holes are respectively arranged at four corners of the outer wall of one side opposite to the other side of the two groups of the connecting plates (13), the outer wall of the cross beam (11) is provided with screw hole mounting holes matched with the screw holes, the tops of the inner supporting ribs (16) are attached to the bottoms, two sets of fixed screw (12) one end of carrying on the back mutually extends to being responsible for (1) outer wall, be responsible for (1) outer wall and cup jointed bushing pipe (6), bushing pipe (6) bottom and bottom plate (4) top laminating, bushing pipe (6) top and fixed screw (12) bottom laminating, cellular rubber ring (7) have been cup jointed to bushing pipe (6) outer wall equidistance from top to bottom, rigid polyurethane foam guard plate (8) have been cup jointed to cellular rubber ring (7) outer wall, crossbeam (11) bottom outer wall is provided with X type fender rod (14) with the inboard of two sets of inserted block (10) junctions, just bottom plate (4) top outer wall is provided with slot (15) with X type fender rod (14) bottom matched with.

2. The micro-pile composite wall supporting structure according to claim 1, wherein: the thickness of the cellular rubber rings (7) is between five centimeters and ten centimeters, supporting springs (9) are arranged between two groups of the cellular rubber rings (7) which are adjacent from top to bottom, and two ends of each supporting spring (9) are fixedly connected with the outer wall of the liner tube (6) and the inner wall of the hard polyurethane foam protection plate (8) respectively.

3. The micro-pile composite wall supporting structure according to claim 1, wherein: the outer supporting ribs (3) are distributed at the bottom of the peripheral outer wall of the main pipe (1) in an annular array mode, and the inner supporting ribs (16) are distributed in the inner cavity of the main pipe (1) in a radial shape.

4. The micro-pile composite wall supporting structure according to claim 1, wherein: the outer wall annular array in bottom plate (4) is provided with broken ground awl (5), broken ground awl (5) are located the person in charge (1) outside.

5. The micro-pile composite wall supporting structure according to claim 1, wherein: the X-shaped protection rods (14) are arranged in two groups in the front and at the back, and the X-shaped protection rods are located on the outer side of the main pipe (1).

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