CN210857246U

CN210857246U - A side slope reinforcerment system for basic building engineering

Info

Publication number: CN210857246U
Application number: CN201921690624.5U
Authority: CN
Inventors: 刘薛; 盛陈; 庞伟
Original assignee: Hefei Zhicheng Engineering Design Consulting Co ltd
Current assignee: Hefei Zhicheng Engineering Design Consulting Co ltd
Priority date: 2019-10-10
Filing date: 2019-10-10
Publication date: 2020-06-26
Anticipated expiration: 2029-10-10

Abstract

The utility model discloses a side slope reinforcement system for basic building engineering, including domatic, the foot of slope that is located the domatic below and the top of slope that is located the domatic top, set up a plurality of evenly distributed's pre-buried holes on the domatic, the reinforcing post has been buried underground in the pre-buried hole, the one end that the reinforcing post is close to the domatic is less than the surface of domatic and set up the screw hole; be provided with reinforcing apparatus on domatic, reinforcing apparatus including lay the domatic surface reinforce the net, with reinforce net integrated into one piece's installation circle, pass the installation circle with screw hole threaded connection's connecting bolt. Through the continuous connecting bolt that screws, the reinforcing net can be constantly to the surface application pressure of side slope, and then reaches better reinforcement effect.

Description

A side slope reinforcerment system for basic building engineering

Technical Field

The utility model relates to a building engineering technical field especially relates to a slope reinforcement system for basic building engineering.

Background

With the rapid development of economy in China, the infrastructure in China obtains great performance, and in areas with poor engineering geology or areas with severe natural weather, accidents such as subsidence, scouring and the like often occur on a side slope, and the side slope collapses under severe conditions, so that the side slope needs to be reinforced.

At present, chinese patent with publication number CN207727593U among the prior art, it discloses a side slope reinforced structure, the relatively poor problem of stability has been solved, its technical scheme main points are including horizontal frame and vertical frame, horizontal frame and vertical frame mutually perpendicular, horizontal frame is equipped with the horizontal draw-in groove that width and vertical frame equal, vertical frame is equipped with the vertical draw-in groove that width and horizontal frame equal, horizontal frame wears to be equipped with the stock that is located horizontal draw-in groove department, vertical frame be equipped with be located vertical draw-in groove department and with stock complex through-hole, the stock is equipped with the fixed part rather than fixed. And the side slope is reinforced by embedding the anchor rods into the side slope.

The technical scheme has the following defects: the transverse frame and the vertical frame are abutted to the surface of the side slope, the frame is fixed by the fixing portion, the frame is fixed on the side slope by the fixing portion, the frame can be only attached to the surface of the side slope more tightly, the force applied to the side slope by the whole frame is small, and therefore the side slope reinforcing mode is to be optimized.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a side slope reinforcerment system for basic building engineering through the continuous connecting bolt that screws, and the reinforcement net can constantly exert pressure to the surface of side slope, and then reaches better reinforcement effect.

The technical purpose of the utility model is realized through following technical scheme:

a side slope reinforcement system for foundation building engineering comprises a slope surface, a slope toe positioned below the slope surface and a slope top positioned at the top of the slope surface, wherein the slope surface is provided with a plurality of uniformly distributed pre-buried holes, reinforcement columns are buried in the pre-buried holes, and one end, close to the slope surface, of each reinforcement column is lower than the surface of the slope surface and is provided with a threaded hole; be provided with reinforcing apparatus on domatic, reinforcing apparatus including lay the domatic surface reinforce the net, with reinforce net integrated into one piece's installation circle, pass the installation circle with screw hole threaded connection's connecting bolt.

Through above-mentioned technical scheme, will consolidate the net and lay on domatic, utilize connecting bolt to pass installation circle and screw hole threaded connection, because the reinforcement post is close to domatic one end and is less than domatic surface, through continuous rotatory connecting bolt, the installation circle can sink to domatic surface below to consolidate the net and can constantly exert pressure to the surface of side slope, and then reach better reinforcement effect.

The utility model discloses further set up to: an arch-shaped groove is formed in one side, close to the slope toe, of the slope surface, the arc surface of the arch-shaped groove faces the slope top, the number of the arch-shaped grooves is multiple, and the plurality of the arch-shaped grooves are formed in the length direction of the slope toe.

Through above-mentioned technical scheme, the possibility that the domatic emergence was collapsed can further be hindered in the setting of arch groove, further improves the reinforcement performance of reinforcerment system.

The utility model discloses further set up to: and a support rod is vertically arranged in the arch-shaped groove, one end of the support rod is fixed on the arc surface of the arch-shaped groove, and the other end of the support rod is fixed on the side wall of the arch-shaped groove close to the toe.

Through above-mentioned technical scheme, the setting of bracing piece can play the supporting role to the arch groove to further strengthen the domatic supporting effect of arch groove.

The utility model discloses further set up to: the supporting rods are multiple and are uniformly arranged along the length direction of the slope toe.

Through above-mentioned technical scheme, set up a plurality of bracing pieces, further improved the supporting role to the arch-shaped groove, guaranteed that the arch-shaped groove can bear bigger power.

The utility model discloses further set up to: a plurality of counter bores have been seted up to domatic one side that is close to the toe, it is a plurality of all bury underground in the counter bore and consolidate the reinforcing bar.

Through above-mentioned technical scheme, set up the reinforcing bar and can improve domatic bottom to domatic supporting role, further reduce domatic emergence possibility of collapsing.

The utility model discloses further set up to: and a drainage channel is formed in the top of the slope top, and the length direction of the drainage channel is consistent with that of the slope top.

Through above-mentioned technical scheme, the setting of water drainage tank can reduce the rainwater on the top of the slope and flow to domatic to reduced the rainwater and washed away domatic, be favorable to the stability of side slope.

The utility model discloses further set up to: the connecting bolt is sleeved with a rubber pad.

Through above-mentioned technical scheme, the rigid contact between connecting bolt and the retainer ring can be reduced in the setting of rubber pad to can reduce and cause the damage to the retainer ring.

The utility model discloses further set up to: the end face of one end of the embedded hole, which is communicated with the slope surface, is an arc-shaped face.

Through above-mentioned technical scheme, the arcwall face is comparatively slick and sly to can reduce the damage of reinforcing net at the in-process of dragging, and then be favorable to extending the life of reinforcing net.

To sum up, the utility model discloses a beneficial technological effect does:

1. the reinforcing net is laid on the slope surface through the reinforcing device, the connecting bolt penetrates through the mounting ring to be in threaded connection with the threaded hole, and the end, close to the slope surface, of the reinforcing column is lower than the surface of the slope surface;

2. by arranging the arch-shaped groove, the possibility of collapse of the slope surface can be further prevented, and the reinforcing performance of the reinforcing system is further improved;

3. the end face of the pre-buried hole and the end face of the slope communicated with one end is an arc face, damage to the reinforcing net in the pulling process can be reduced, and the service life of the reinforcing net can be prolonged.

Drawings

Fig. 1 is a schematic structural diagram of the present invention, mainly illustrating the overall construction;

FIG. 2 is a cross-sectional view of FIG. 1, primarily illustrating the construction of a reinforcement column;

fig. 3 is an enlarged schematic view of a portion a in fig. 2, mainly illustrating the configuration of the reinforcing apparatus.

Reference numerals: 1. a slope surface; 11. pre-burying a hole; 111. an arc-shaped surface; 12. an arcuate slot; 13. a counter bore; 2. a toe; 3. the top of the slope; 31. a water discharge tank; 4. reinforcing columns; 41. a threaded hole; 5. a reinforcement device; 51. reinforcing the net; 52. installing a ring; 53. a connecting bolt; 54. a rubber pad; 6. a support bar; 7. and reinforcing the steel bars.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

A side slope reinforcing system for foundation building engineering is shown in figures 1 and 2 and comprises a slope surface 1, a slope toe 2, a slope top 3, reinforcing columns 4 and a reinforcing device 5, wherein a plurality of uniformly distributed embedded holes 11 are formed in the slope surface 1, the axes of the embedded holes 11 are perpendicular to the slope surface 1, the reinforcing columns 4 are formed by pouring concrete into the embedded holes 11, and the erection and fixation device is installed on reinforcement and used for reinforcing the slope surface 1 so as to reduce the possibility of collapse or slumping of the slope surface 1.

As shown in fig. 2 and 3, one end of the reinforcing column 4 close to the slope surface 1 is lower than the surface of the slope surface 1, and one end of the reinforcing column 4 close to the slope surface 1 is provided with a threaded hole 41. The reinforcing device 5 comprises a reinforcing net 51, a mounting ring 52 and a connecting bolt 53, wherein the reinforcing net 51 is a metal net and is laid on the slope surface 1; the mounting rings 52 are annular thin plates, the outer diameter of each mounting ring 52 is smaller than the diameter of each embedded hole 11, the inner diameter of each mounting ring 52 is larger than the diameter of each threaded hole 41, the mounting rings 52 are welded at the interweaving positions of the reinforcing net 51, the number of the mounting rings 52 is multiple, and the plurality of the mounting rings 52 are respectively located in the embedded holes 11; the connecting bolts 53 are multiple, the connecting bolts 53 penetrate through the mounting rings 52 and are in threaded connection with the threaded holes 41 in the reinforcing columns 4 respectively, the connecting bolts 53 are sleeved with the rubber pads 54, the rubber pads 54 are made of soft materials, rigid contact between the connecting bolts 53 and the mounting rings 52 can be reduced, and accordingly damage to the mounting rings 52 can be reduced. Because the one end that adds the pillar 4 and be close to domatic 1 is less than domatic 1 surface, through continuous rotatory connecting bolt 53, the collar 52 can sink to domatic 1 surface below to reinforcing net 51 can constantly exert pressure to the surface of side slope, and then reaches better reinforcement effect.

As shown in figure 1, one side of the slope surface 1, which is close to the toe 2, is provided with a plurality of arch-shaped grooves 12, the plurality of arch-shaped grooves 12 are uniformly distributed along the length direction of the toe 2, and the arc surfaces of the arch-shaped grooves 12 face one side of the top of the slope 3. A plurality of support rods 6 are vertically arranged in the arch-shaped groove 12, one end of each support rod 6 is fixedly connected with the arc surface of the arch-shaped groove 12, and the other end of each support rod 6 is fixedly connected with the side wall of the arch-shaped groove 12 close to one side of the toe 2. The arch-shaped groove 12 can further hinder the possibility of collapse of the slope surface 1, further improving the reinforcing performance of the reinforcing system, and in addition, the supporting rod 6 can support the arch-shaped groove 12, so that the supporting effect of the arch-shaped groove 12 on the slope surface 1 is further enhanced.

As shown in fig. 1, counter bore 13 has been seted up to domatic 1 one side that is close to toe 2, counter bore 13 is located between 12 bottoms of arch-shaped groove and toe 2, counter bore 13 axis is parallel with toe 2's bottom surface, and counter bore 13 is a plurality of, and a plurality of counter bores 13 are evenly seted up along toe 2's length direction, has all buried reinforcing bar 7 in a plurality of counter bores 13, and reinforcing bar can improve domatic 1 bottom to domatic 1's supporting role, further reduces domatic 1 and takes place the possibility of collapsing. The top of hillside top 3 is provided with water drainage tank 31, and water drainage tank 31's length direction is unanimous with the length direction of hillside top 3, and water drainage tank 31's setting can reduce rainwater on the hillside top 3 and flow to domatic 1 on to reduced the rainwater and washed away domatic 1, be favorable to the stability of side slope.

The concrete working principle is that the reinforcing net 51 is laid on the slope surface 1, the connecting bolt 53 penetrates through the mounting ring 52 to be in threaded connection with the threaded hole 41 in the reinforcing column 4, and the mounting ring 52 is continuously rotated, so that the mounting ring 52 is tightly attached to the end surface of the reinforcing column 4, because one end, close to the slope surface 1, of the reinforcing column 4 is lower than the surface of the slope surface 1, the mounting ring 52 can sink below the surface of the slope surface 1 through continuous rotation of the connecting bolt 53, and the reinforcing net 51 can continuously apply pressure to the surface of the side slope, so that a good reinforcing effect is achieved.

The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims

1. A side slope reinforcement system for foundation building engineering, includes domatic (1), is located slope toe (2) of domatic (1) below and is located slope top (3) at domatic (1) top, its characterized in that: a plurality of uniformly distributed pre-buried holes (11) are formed in the slope surface (1), reinforcing columns (4) are buried in the pre-buried holes (11), and one ends, close to the slope surface (1), of the reinforcing columns (4) are lower than the surface of the slope surface (1) and are provided with threaded holes (41); be provided with reinforcing apparatus (5) on domatic (1), reinforcing apparatus (5) including lay in domatic (1) surface reinforcement net (51), with reinforcement net (51) integrated into one piece's installation circle (52), pass installation circle (52) with screw hole (41) threaded connection's connecting bolt (53).

2. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: an arc-shaped groove (12) is formed in one side, close to the slope toe (2), of the slope surface (1), the arc surface of the arc-shaped groove (12) faces the slope top (3), the arc-shaped grooves (12) are multiple, and the arc-shaped grooves (12) are formed in the length direction of the slope toe (2).

3. A slope strengthening system for foundation construction work according to claim 2, wherein: a support rod (6) is vertically arranged in the arch-shaped groove (12), one end of the support rod (6) is fixed on the arc surface of the arch-shaped groove (12), and the other end of the support rod is fixed on the side wall of the arch-shaped groove (12) close to the toe (2).

4. A slope strengthening system for use in foundation construction work as claimed in claim 3, wherein: the supporting rods (6) are multiple, and the supporting rods (6) are uniformly arranged along the length direction of the slope toe (2).

5. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: a plurality of counter bores (13) are formed in one side, close to the slope toe (2), of the slope surface (1), and reinforcing steel bars (7) are buried in the plurality of counter bores (13).

6. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: and a drainage groove (31) is formed in the top of the slope top (3), and the length direction of the drainage groove (31) is consistent with that of the slope top (3).

7. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: the connecting bolt (53) is sleeved with a rubber pad (54).

8. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: the end face of one end, communicated with the slope surface (1), of the embedded hole (11) is an arc-shaped face (111).