CN212561234U

CN212561234U - High slope rock-protecting fence structure

Info

Publication number: CN212561234U
Application number: CN202020744750.0U
Authority: CN
Inventors: 罗明辉; 何德生; 郑华
Original assignee: Chongqing Three Gorges Geological Engineering Technology Co ltd
Current assignee: Chongqing Three Gorges Geological Engineering Technology Co ltd
Priority date: 2020-05-08
Filing date: 2020-05-08
Publication date: 2021-02-19
Anticipated expiration: 2030-05-08

Abstract

The application discloses a high slope rock-protecting fence structure, which comprises a step-shaped slope body and a protective net, wherein a sunk pile is vertically arranged on the slope body at the level of a step, a clamping plate is fixed on the sunk pile, a supporting plate is arranged on the clamping plate, the top of the supporting plate is turned left to form a supporting table, a fence structure is fixed vertically on the supporting plate, and the fence structures are arranged at intervals along the direction of the slope body; the left side surface of the clamping plate is fixedly provided with a nut sleeve, and a net wire at the top of the protective net is connected with the nut sleeve. The utility model discloses structural design a steadiness is more efficient at cascaded slope body and is connected stake, abandons the rail mounting structure of original single structure for possess good between support stake of rail lower part and the body and grab the structure of holding, simultaneously, the rail structure of design still possesses the protective net structure, erects it and grabs and hold structurally, and both mix together, make whole rail and protection network protect the slope body simultaneously, improve slope body barrier propterty.

Description

High slope rock-protecting fence structure

Technical Field

The application relates to a side slope protection technical field particularly, relates to a high side slope rock protection fence structure.

Background

After blasting engineering or building operation is carried out in outdoor side slope engineering, a side slope fence needs to be installed to avoid side slope rock-soil falling. At present, construction units do not want to spend excessive cost to establish firm supports because of construction outdoors, and upright posts and guardrails are arranged on the edge of a side slope along the direction of the side slope, which is similar to a fence on a highway side.

Although foretell rail structure can play interim protecting effect, if the later stage carries out renovation, decoration construction etc. to domatic and domatic border road, then above-mentioned rail is prevented strutting and is needed demolishd, or strut intensity and can not satisfy the demand of later stage engineering already.

In addition, the fence structure mounting mode is comparatively simple, and the steadiness greatly reduced on the side slope still has the danger that the side slope ground leaks.

SUMMERY OF THE UTILITY MODEL

The main objective of this application provides a high slope rock protection rail structure to solve present problem.

In order to achieve the above object, the present application provides the following techniques:

a high slope rock protection fence structure comprises a step-shaped slope body and a protective net, wherein a sinking pile is vertically arranged on the slope body at the level of a step, a clamping plate is fixed on the sinking pile, a supporting plate is arranged on the clamping plate, the top of the supporting plate is turned left to form a supporting table, a fence structure is fixed on the supporting table, and the fence structures are arranged at intervals along the direction of the slope body; the left side surface of the clamping plate is fixedly provided with a nut sleeve, and a net wire at the top of the protective net is connected with the nut sleeve.

The utility model discloses structural design a steadiness is more efficient at cascaded slope body and is connected stake, abandons the rail mounting structure of original single structure for possess good between support stake of rail lower part and the body and grab the structure of holding, simultaneously, the rail structure of design still possesses the protective net structure, erects it and grabs and hold structurally, and both mix together, make whole rail and protection network protect the slope body simultaneously, improve slope body barrier propterty. As shown in accompanying

drawings

1 and 2, a high slope rock-protecting fence structure comprises a slope body in a stepped shape and a protective net, wherein a sunk pile is vertically arranged on the slope body on a horizontal plane of a step in a driving mode, a counter bore is reserved in advance, concrete pouring is adopted, the top of the sunk pile is exposed, an inherent clamping plate is welded on the sunk pile, installation is carried out in a sitting mode, a clamping joint is welded through a plate layer steel plate, forming is carried out, installation is finished, and tin plating treatment is carried out. In order to install the fence, a supporting plate is welded and installed on the clamping and connecting plate, the top of the supporting plate is folded and formed into a supporting table to the left, fence structures are vertically connected onto the supporting table through bolts, the fence structures are arranged at intervals along the direction of a slope body, and the fence structures are installed along the construction direction of the slope body as shown in the attached drawing 2; in order to install the protective net, a supporting steel plate is welded on the left side face of the clamping plate, a screw rod penetrates through the supporting steel plate, a nut sleeve is matched on the supporting steel plate, the nut sleeve is provided with a bolting hole, and a net wire at the top of the protective net is connected to the nut sleeve, so that the protective net is grasped.

Furthermore, the sinking-connecting piles are arranged at intervals along the direction of the slope body, reinforcing ribs are sleeved on the sinking-connecting piles, and the reinforcing ribs are buried in the slope body. The middle part of the sinking pile is small-caliber and is matched with the reinforcing rib in a sleeving way, and the reinforcing rib is embedded in the slope body and used for stabilizing and supporting.

Furthermore, the clamping plate is located on a horizontal plane of the ladder, a directional sleeve corresponding to the sinking pile is arranged at the bottom of the clamping plate, and the directional sleeve is welded to the top end of the sinking pile. The directional sleeve is integrally formed at the bottom of the clamping plate and welded at the top end of the sinking connection pile, so that the directional sleeve is convenient to position and install and is not shown.

Furthermore, a pair of symmetrical rib plates is fixed between the fence structure and the support platform, and the rib plates are connected through a screw rod assembly. The floor is the L form, and the symmetrical rail structure arranges that the bottom is located on the brace table, controls through screw rod set spare and connects.

Furthermore, a cross rod is arranged on the fence structure above the rib plate and connected with the fence structure. The cross bar is used for connecting a fence structure arranged along the trend of the blank body and aims to strengthen the connection relation.

As shown in the attached figures 3 and 4,

further, the nut sleeve comprises a nut body, a threaded through hole is formed in the nut body, a slot is formed in the threaded through hole, and a net wire on the top of the protective net penetrates into the slot. The threaded through holes are used for screw connection, and the slots are used for penetrating through a net wire of the protective net, so that the protective net is hung on the nut sleeve.

Further, be equipped with horizontal ramp between backup pad and the slope body, horizontal ramp and slope body handing-over department are equipped with the water drainage tank structure, and the protection network bottom corresponds the water drainage tank structure. The slope surface water flow flowing down along the protective net enters the drainage groove structure and is drained in time.

Further, the drain tank structure is equipped with the filtration row board including locating the ditch of horizontal ramp right-hand member on the ditch. The drainage is filtered by the filtering discharge plate to avoid blockage and is finally discharged from the ditch.

Compared with the prior art, this application can bring following technological effect:

1. the connecting pile with higher stability and efficiency is designed on the stepped slope structure, the fence mounting structure with single structure is abandoned, so that a good grasping structure is arranged between the supporting pile and the blank body at the lower part of the fence, meanwhile, the designed fence structure also has a protective net structure, the protective net structure is erected on the grasping structure, and the grasping structure and the protective net structure are mixed into a whole, so that the whole fence and the protective net simultaneously protect the slope, and the protection performance of the slope is improved;

2. the construction of the slope body is convenient, and the installation period of the slope body ramp in the later period is saved.

Drawings

The accompanying drawings, which are incorporated in and constitute a part of this application, serve to provide a further understanding of the application and to enable other features, objects, and advantages of the application to be more apparent. The drawings and their description illustrate the embodiments of the invention and do not limit it. In the drawings:

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

fig. 2 is a left side view of the present invention;

FIG. 3 is a cross-sectional structural view of the nut sleeve;

FIG. 4 is an enlarged schematic view of a portion A of FIG. 1;

in the figure: 1. slope body, 2, sinking pile, 3, reinforcing rib, 4, protective screen, 5, joint plate, 6, nut cover, 60, fluting, 61, screw through hole, 7, floor, 8, horizontal pole, 9, rail structure, 10, backup pad, 11, horizontal ramp, 12, ditch, 13, filter row board.

Detailed Description

In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.

It should be noted that the terms "first," "second," and the like in the description and claims of this application and in the drawings described above are used for distinguishing between similar elements and not necessarily for describing a particular sequential or chronological order. It should be understood that the data so used may be interchanged under appropriate circumstances such that embodiments of the application described herein may be used. Furthermore, the terms "comprises," "comprising," and "having," and any variations thereof, are intended to cover a non-exclusive inclusion, such that a process, method, system, article, or apparatus that comprises a list of steps or elements is not necessarily limited to those steps or elements expressly listed, but may include other steps or elements not expressly listed or inherent to such process, method, article, or apparatus.

In this application, the terms "upper", "lower", "left", "right", "front", "rear", "top", "bottom", "inner", "outer", "middle", "vertical", "horizontal", "lateral", "longitudinal", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings. These terms are used primarily to better describe the present application and its embodiments, and are not used to limit the indicated devices, elements or components to a particular orientation or to be constructed and operated in a particular orientation.

Moreover, some of the above terms may be used to indicate other meanings besides the orientation or positional relationship, for example, the term "on" may also be used to indicate some kind of attachment or connection relationship in some cases. The specific meaning of these terms in this application will be understood by those of ordinary skill in the art as appropriate.

In addition, the term "plurality" shall mean two as well as more than two.

It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.

Example 1

As shown in figures 1, 2, 3 and 4,

a high slope rock protection fence structure comprises a step type slope body 1 and a protective net 4, wherein a sunk pile 2 is vertically arranged on the slope body 1 at the level of the step, a clamping plate 5 is fixedly arranged on the sunk pile 2, a supporting plate 10 is arranged on the clamping plate 5, the top of the supporting plate 10 is turned left to form a supporting table, fence structures 9 are vertically and fixedly arranged on the supporting plate, and the fence structures 9 are arranged at intervals along the direction of the slope body 1; the left side surface of the clamping plate 5 is fixedly provided with a nut sleeve 6, and a net wire at the top of the protective net 4 is connected with the nut sleeve 6.

The utility model discloses structural design a steadiness is more efficient at cascaded slope body and is connected stake, abandons the rail mounting structure of original single structure for possess good between support stake of rail lower part and the body and grab the structure of holding, simultaneously, the rail structure of design still possesses the protective net structure, erects it and grabs and hold structurally, and both mix together, make whole rail and protection network protect the slope body simultaneously, improve slope body barrier propterty. As shown in attached

drawings

1 and 2, a high slope rock-protecting fence structure comprises a slope body 1 in a stepped shape and a protective net 4, a sunk pile 2 is vertically arranged on the slope body 1 on a horizontal plane of the stepped shape, a counter bore is reserved in advance, concrete is poured, the top of the sunk pile 2 is exposed, an inherent clamping plate 5 is welded on the sunk pile 2, the sunk pile is installed in a sitting mode, a clamping knot is welded by adopting a plate layer steel plate, the forming is finished, and tinning treatment is performed after the installation. In order to install the fence, a supporting plate 10 is welded and installed on the clamping and connecting plate 5, the top of the supporting plate 10 is folded and formed into a supporting table leftwards, a fence structure 9 is vertically connected to the supporting table through bolts, the fence structures 9 are arranged at intervals along the direction of the slope body 1, and as shown in the attached drawing 2, the supporting table is installed along the construction direction of the slope body 1; in order to install the protective net, a supporting steel plate is welded on the left side surface of the clamping plate 5, a screw rod penetrates through the supporting steel plate, a nut sleeve 6 is matched on the supporting steel plate, the nut sleeve 6 is provided with a bolting hole, and a net wire at the top of the protective net 4 is connected to the nut sleeve 6, so that the protective net 4 is grasped.

Furthermore, the sinking-connecting piles 2 are arranged at intervals along the direction of the slope body 1, reinforcing ribs 3 are sleeved on the sinking-connecting piles, and the reinforcing ribs 3 are embedded in the slope body 1. The middle part of the sinking pile 2 has a small diameter and is matched with the sleeving of the reinforcing rib 3, and the reinforcing rib 3 is embedded in the slope body 1 and used for stabilizing and supporting.

Furthermore, the clamping plate 5 is located on the horizontal plane of the ladder, the bottom of the clamping plate is provided with a directional sleeve corresponding to the sinking pile 2, and the directional sleeve is welded at the top end of the sinking pile 2. The directional sleeve is integrally formed at the bottom of the clamping plate 5 and welded at the top end of the sinking pile 2, so that the directional sleeve is convenient to position and install and is not shown.

Further, a pair of symmetrical rib plates 7 is fixed between the fence structure 9 and the support platform, and the rib plates 7 are connected through a screw rod assembly. Rib 7 is L form, and symmetrical rail structure 9 arranges that the bottom is located on a supporting bench, controls through screw rod assembly and connects.

Furthermore, a cross rod 8 is arranged on a fence structure 9 above the rib plate 7, and the cross rod 8 is connected with the fence structure 9. The cross bars 8 are used to connect fence structures 9 arranged along the run of the blank 1, in order to strengthen the connection.

As shown in the attached figures 3 and 4,

further, the nut sleeve 6 comprises a nut body, a threaded through hole 61 is formed in the nut body, an open groove 60 is formed in the threaded through hole 61, and a net wire on the top of the protective net 4 penetrates through the open groove 60. The threaded through hole 61 is used for screw connection, and the open groove 60 is used for penetrating through the net wire of the protective net 4, so that the protective net 4 is hung on the nut sleeve 6.

Furthermore, a horizontal ramp 11 is arranged between the supporting plate 10 and the slope body 1, a drainage channel structure is arranged at the joint of the horizontal ramp 11 and the slope body 1, and the bottom of the protective net 4 corresponds to the drainage channel structure. The slope water flowing down along the protective net 4 enters the drainage channel structure and is drained in time.

Further, the drainage channel structure comprises a ditch 12 arranged at the right end of the horizontal ramp 11, and a filtering row plate 13 is arranged on the ditch 12. The drainage is filtered by the filtering discharge plate 13 to avoid blockage and finally discharged from the ditch 12.

The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims

1. A high slope rock protection fence structure comprises a step type slope body (1) and a protective net (4), and is characterized in that a sinking pile (2) is vertically arranged on the slope body (1) on a step horizontal plane, a clamping plate (5) is fixed on the sinking pile (2), a supporting plate (10) is installed on the clamping plate (5), the top of the supporting plate (10) is folded left to form a supporting platform, a fence structure (9) is fixed vertically on the supporting plate, and the fence structures (9) are arranged at intervals along the direction of the slope body (1); a nut sleeve (6) is fixed on the left side surface of the clamping plate (5), and a net wire at the top of the protective net (4) is connected to the nut sleeve (6).

2. A high slope rock-protecting fence structure as claimed in claim 1, wherein the driven piles (2) are arranged at intervals along the direction of the slope body (1), and are sleeved with reinforcing ribs (3), and the reinforcing ribs (3) are buried in the slope body (1).

3. A high slope rock-protecting fence structure as claimed in claim 2, characterized in that the snap-in plate (5) is located on the level of the ladder, and the bottom is provided with a directional sleeve corresponding to the sunk pile (2), and the directional sleeve is welded to the top of the sunk pile (2).

4. A high slope rock protection fence structure as claimed in claim 1 or 3 wherein a pair of symmetrical ribs (7) are fixed between the fence structure (9) and the support platform, the ribs (7) being connected by screw assemblies.

5. A high slope rock-protecting fence structure as claimed in claim 4, characterized in that a cross bar (8) is arranged on the fence structure (9) above the rib plate (7), the cross bar (8) being connected to the fence structure (9).

6. A high slope rock-protecting fence structure as claimed in claim 1, wherein the nut sleeve (6) comprises a nut body, the nut body is provided with a threaded through hole (61), the threaded through hole (61) is provided with a slot (60), and the top net wire of the protective net (4) is threaded into the slot (60).

7. A high slope rock-protecting fence structure as claimed in claim 1 or 6, characterized in that a horizontal ramp (11) is arranged between the supporting plate (10) and the slope body (1), a drainage channel structure is arranged at the joint of the horizontal ramp (11) and the slope body (1), and the bottom of the protective net (4) corresponds to the drainage channel structure.

8. A high slope rock-protecting fence structure as claimed in claim 7, characterized in that the drainage channel structure comprises a gutter (12) provided at the right end of the horizontal ramp (11), the gutter (12) being provided with a filter row plate (13).