Construction device suitable for slope drilling machine operation

Abstract

The utility model provides a construction device suitable for drilling machine operation on a slope. The construction device comprises a plurality of slope attaching beams tightly attached to the slope, two rotary supporting frames are arranged on the slope attaching beams, cross beams are arranged on the two supporting frames, the supporting frames are hung on the cross beams, a plurality of horizontal steel pipes connected end to end are arranged on the slope attaching beams, and two sliding rails are arranged on the cross beams. According to the whole device, a scaffold does not need to be installed on a slope, the problems that the bottom of the slope is trimmed to a certain degree, and a scaffold platform is large in work amount, long in construction period, high in investment and unsafe are solved, the angle between the two supporting frames can be adjusted through the whole device so that the supporting frames can adapt to slopes with different inclination angles, and in a high abrupt slope, the supporting frames can be conveniently adjusted. The small included angle between the supporting frames is adjusted to keep balance of the cross beam, so that the whole structure can be installed on a high and steep slope, the construction condition is met, the whole device can adapt to slopes with different gradients, the adaptability is high, and the large popularization value is achieved.

Description

Technical Field

[0001] The utility model relates to the field of high slope construction, in particular to a construction device suitable for drilling operations on slopes. Background Art

[0002] Projects such as geological disaster control and mountain road and bridge construction require the construction of drilling platforms on steep slopes. Drilling platforms are generally constructed with slope-attached ground-type scaffolding, which requires the construction of anchor cables (rods), rail piles and pile foundations. When constructing a slope with a smaller slope, it is necessary to trim the bottom of the slope to make it flat for the construction of the scaffolding. The trimming process requires additional time and cost, and the design of the scaffolding will limit the construction of the ground below. For scaffolding platforms, there are large engineering quantities, long construction periods, high investments and insecurity. When encountering steep slopes, the use of scaffolding is subject to some restrictions. Scaffolding cannot be built on steep slopes and cannot meet the construction requirements. For this reason, we propose a construction device suitable for drilling operations on slopes to solve the above problems. Utility Model Content

[0003] The utility model provides a construction device suitable for drilling operations on slopes, which solves the problems of large engineering workload, long construction period, high investment and insecurity on scaffolding platforms on slopes with smaller slopes; and the inability to build scaffolding on steep slopes, which cannot meet the construction requirements.

[0004] In order to solve the above technical problems, the technical solution adopted by the utility model is: a construction device suitable for drilling operations on slopes, including multiple slope-adhering beams tightly attached to the slope, two rotating support frames are provided on the slope-adhering beams, the two support frames are provided with cross beams, the support frames are hung on the cross beams, multiple slope-adhering beams are provided with multiple horizontal steel pipes connected end to end, and multiple cross beams are provided with two slide rails.

[0005] In a preferred solution, the slope-adhering beam comprises a channel steel, one end of which is provided with a threaded seat, two rotating seats are provided on the threaded seat, and a plurality of anchor threaded seats are provided on the channel steel.

[0006] In a preferred solution, a plurality of first anchor rods are provided on the slope-adhering beam, one end of the first anchor rod is inserted into the slope, and the first anchor rod is threadedly connected to the anchor rod threaded seat.

[0007] In a preferred solution, the support frame includes a support bar, a rotating shaft is provided at one end of the support bar, an arc groove is provided at the other end of the support bar, the rotating shaft is rotatably connected to the slope beam through a rotating seat, and a plurality of through grooves are provided on the support bar.

[0008] In a preferred solution, a plurality of arc-shaped hooks are provided on both sides of the crossbeam, the arc-shaped groove of the support frame abuts against the arc-shaped hooks, and a second anchor rod thread seat is provided at one end of the crossbeam.

[0009] In a preferred solution, a second anchor rod is provided on the cross beam, one end of the second anchor rod is inserted into the slope, and the second anchor rod is threadedly connected to the second anchor rod threaded seat.

[0010] In the preferred scheme, the horizontal steel pipe is a hollow steel pipe, one end of the horizontal steel pipe is provided with external threads and internal threads, the other end of the horizontal steel pipe is provided with a screw, the screw is connected to the internal thread of the adjacent horizontal steel pipe, the external thread is connected to the threaded seat, and one end of the horizontal steel pipe is provided with a limit plate.

[0011] In a preferred solution, a moving platform is provided on the top of the two slide rails, and two U-shaped plates are provided on the bottom of the moving platform, and the slide rails rest on the U-shaped plates.

[0012] The beneficial effects of the utility model are as follows: when encountering slope construction, multiple slope-adhering beams are parallel to the slope, and anchor bolting operations are performed perpendicular to the slope at the anchor bolt thread seat. Multiple horizontal steel pipes connected end to end are installed on the slope-adhering beam, and artificial slope cutting is performed on the slope at one end of the slope-adhering beam. After one end of the crossbeam is extended into the artificial cut slope, a support frame close to the slope-adhering beam is pressed against the slope-adhering beam, and the arc grooves of the two support frames are respectively hung on one of the arc hooks of the crossbeam to keep the crossbeam horizontal, and anchor bolting operations are performed on the second anchor bolt thread seat of the crossbeam. A slide rail is installed on the crossbeam, and the slide rail is connected to the crossbeam bolts. The mobile platform slides against the slide rail. After the overall device is installed, the artificial cut slope is filled.

[0013] The overall device does not need to install scaffolding on the slope, avoiding certain adjustments to the bottom of the slope. For the scaffolding platform, there are problems such as large engineering volume, long construction period, high investment and insecurity. The overall device can select the position of the arc hook on the beam to install the support frame, and adjust the angle between the two support frames by installing different arc hook positions to make the support frame adapt to slopes with different inclination angles. On high and steep slopes, adjust the smaller angle between the support frames to maintain the balance of the beam, so that the overall structure can be installed on the high and steep slope to meet the construction conditions. The overall device can adapt to slopes of different slopes, has strong adaptability, and has great promotion value. BRIEF DESCRIPTION OF THE DRAWINGS

[0014] The utility model is further described below in conjunction with the accompanying drawings and embodiments;

[0015] Figure 1 It is an axial side view of the overall structure of the utility model;

[0016] Figure 2 It is a front view of the overall structure of the utility model;

[0017] Figure 3 It is an axonometric view of a local structure of the utility model;

[0018] Figure 4It is an exploded view of the local structure of the utility model;

[0019] Figure 5 This utility model Figure 4 A magnified view of center A;

[0020] Figure 6 It is an axial side view of the crossbeam of the utility model;

[0021] Figure 7 It is an axial side view of the support frame of the utility model;

[0022] Figure 8 It is an axial side view of the slope-attached beam of the utility model;

[0023] Fig. 9 It is an axial side view of the horizontal steel pipe of the utility model;

[0024] In the figure: slope beam 1; channel steel 101; threaded seat 102; rotating seat 103; anchor threaded seat 104; support frame 2; support bar 201; rotating shaft 202; through groove 203; arc groove 204; cross beam 3; arc hook 301; second anchor threaded seat 302; moving platform 4; U-shaped plate 401; horizontal steel pipe 5; external thread 501; screw 502; limit plate 503; first anchor 6; second anchor 7; slide rail 8; slope cutting 9. DETAILED DESCRIPTION

[0025] Embodiment 1:

[0026] like Figure 1-9 In the present invention, a construction device suitable for drilling operation on a slope comprises a plurality of slope-adhering beams 1 closely attached to the slope, two rotating support frames 2 are arranged on the slope-adhering beams 1, a cross beam 3 is arranged on the two support frames 2, the support frames 2 are hung on the cross beam 3, a plurality of horizontal steel pipes 5 connected end to end are arranged on the plurality of slope-adhering beams 1, and two slide rails 8 are arranged on the plurality of cross beams 3. With this structure, when encountering slope construction, a plurality of slope-adhering beams 1 are parallel to the slope, and the anchor bolt operation is performed perpendicular to the slope at the anchor bolt thread seat 104. A plurality of horizontal steel pipes 5 connected end to end are installed on the slope beam 1, and an artificial slope 9 is cut on the slope at one end of the slope beam 1. After one end of the beam 3 is extended into the artificial cut slope 9, a support frame 2 close to the slope beam 1 is pressed against the slope beam 1, and the arc grooves 204 of the two support frames 2 are respectively hung on one of the arc hooks 301 of the beam 3 to keep the beam 3 level. Anchoring operation is performed on the second anchor threaded seat 302 of the beam 3, and a slide rail 8 is installed on the beam 3. The slide rail 8 is bolted to the beam 3, and the mobile platform 4 slides against the slide rail 8. After the overall device is installed, the artificial cut slope 9 is filled.

[0027] The overall device does not need to install scaffolding on the slope, avoiding certain adjustments to the bottom of the slope. For the scaffolding platform, there are problems such as large engineering volume, long construction period, high investment and insecurity. The overall device can select the position of the arc hook 301 on the beam 3 to install the support frame 2. By installing different positions of the arc hook 301, the angle between the two support frames 2 can be adjusted to make the support frame 2 adapt to slopes with different inclination angles. On steep slopes, the smaller angle between the support frames 2 is adjusted to maintain the balance of the beam 3, so that the overall structure can be installed on the steep slope to meet the construction conditions. The overall device can adapt to slopes of different slopes and has strong adaptability.

[0028] In a preferred solution, the slope-adhering beam 1 comprises a channel steel 101 , a threaded seat 102 is provided at one end of the channel steel 101 , two rotating seats 103 are provided on the threaded seat 102 , and a plurality of anchor threaded seats 104 are provided on the channel steel 101 .

[0029] In the preferred solution, a plurality of first anchor rods 6 are provided on the slope beam 1, one end of the first anchor rod 6 is inserted into the slope, and the first anchor rod 6 is threadedly connected to the anchor rod threaded seat 104. With this structure, the first anchor rod 6 and the second anchor rod 7 have the same structure. The first anchor rod 6 is 2m long and perpendicular to the slope surface; the second anchor rod 7 is a vertical anchor rod; the second anchor rod 7 adopts a φ22 steel bar anchor rod, which is drilled with a hand drill and then grouted with cement mortar. The length of the channel steel 101 is 2.5m, and a single channel steel weighs 29kg; the anchor holes of the channel steel 101 are pre-drilled. The support frame 2 adopts a flat plate.

[0030] In a preferred solution, the support frame 2 includes a support bar 201, a rotating shaft 202 is provided at one end of the support bar 201, an arc groove 204 is provided at the other end of the support bar 201, the rotating shaft 202 is rotatably connected to the slope beam 1 through a rotating seat 103, and a plurality of through grooves 203 are provided on the support bar 201. With this structure, the through grooves 203 on the support frame 2 prevent the support frame 2 from colliding with one end of the first anchor rod 6. The support channel steel 101 is a U-shaped channel steel, so that the threaded seat 102 can be installed on the U-shaped channel steel, so that a plurality of first anchor rods 6 can be installed on the slope beam 1. The support frame 2 close to the slope beam 1 abuts against the slope beam 1. The arc groove 204 of the support frame 2 close to the slope beam 1 abuts against the arc hook 301 to keep the horizontal beam 3.

[0031] In the preferred solution, multiple arc hooks 301 are provided on both sides of the beam 3, the arc groove 204 of the support frame 2 abuts against the arc hooks 301, and a second anchor thread seat 302 is provided at one end of the beam 3. With this structure, the overall device can select the position of the arc hook 301 on the beam 3 where the support frame 2 is installed, and adjust the angle between the two support frames 2 by installing different arc hooks 301 positions, so that the support frames 2 can adapt to slopes with different inclination angles. On a high and steep slope, a smaller angle between the support frames 2 is adjusted to maintain the balance of the beam 3, so that the overall structure can be installed on a high and steep slope to meet the construction conditions.

[0032] In the preferred solution, a second anchor rod 7 is provided on the cross beam 3, one end of the second anchor rod 7 is inserted into the slope, and the second anchor rod 7 is threadedly connected to the second anchor rod threaded seat 302. With this structure, after the slope 9 is artificially cut on the slope, one end of the second anchor rod 7 is vertically inserted into the slope downward to make the overall structure stable.

[0033] In the preferred solution, the horizontal steel pipe 5 is a hollow steel pipe, one end of which is provided with an external thread 501 and an internal thread, the other end of which is provided with a screw 502, the screw 502 is connected with the internal thread of the adjacent horizontal steel pipe 5, the external thread 501 is connected with the thread seat 102, and one end of the horizontal steel pipe 5 is provided with a limit plate 503. With this structure, multiple horizontal steel pipes 5 are connected end to end, and the horizontal steel pipes 5 are connected with the thread seat 102, so that the overall device has strong stability, and the horizontal distance between the two beams 3 can be adjusted at the same time.

[0034] In the preferred solution, a mobile platform 4 is provided on the top of the two slide rails 8, and two U-shaped plates 401 are provided at the bottom of the mobile platform 4, and the slide rails 8 abut against the U-shaped plates 401. With this structure, the mobile platform 4 is pushed, and the drilling rig is installed on the mobile platform 4. When the mobile platform 4 slides on the slide rails 8, the drilling rig moves horizontally.

[0035] The above embodiments are only preferred technical solutions of the present invention and should not be regarded as limitations of the present invention. The protection scope of the present invention shall be the technical solutions recorded in the claims, including equivalent replacement solutions of the technical features in the technical solutions recorded in the claims. That is, equivalent replacement improvements within this scope are also within the protection scope of the present invention.

Claims

1. A construction device suitable for drilling operations on slopes, characterized by: The invention comprises a plurality of slope-adhering beams (1) closely attached to the slope, two rotating support frames (2) being provided on the slope-adhering beams (1), a cross beam (3) being provided on the two support frames (2), the support frames (2) being hung on the cross beam (3), a plurality of horizontal steel pipes (5) connected end to end being provided on the plurality of slope-adhering beams (1), and two slide rails (8) being provided on the plurality of cross beams (3).

2. The construction device for drilling operation on a slope according to claim 1, characterized in that: The slope-adhering beam (1) comprises a channel steel (101), one end of the channel steel (101) is provided with a threaded seat (102), the threaded seat (102) is provided with two rotating seats (103), and the channel steel (101) is provided with a plurality of anchor threaded seats (104).

3. The construction device for drilling operation on a slope according to claim 2, characterized in that: A plurality of first anchor rods (6) are provided on the slope-adhering beam (1), one end of the first anchor rod (6) is inserted into the slope, and the first anchor rod (6) is threadedly connected to the anchor rod thread seat (104).

4. The construction device for drilling operation on a slope according to claim 1, characterized in that: The support frame (2) comprises a support bar (201), one end of the support bar (201) is provided with a rotating shaft (202), the other end of the support bar (201) is provided with an arc-shaped groove (204), the rotating shaft (202) is rotatably connected to the slope-adhering beam (1) via a rotating seat (103), and a plurality of through grooves (203) are provided on the support bar (201).

5. The construction device for drilling operation on slope according to claim 1, characterized in that: A plurality of arc-shaped hooks (301) are provided on both sides of the crossbeam (3), the arc-shaped grooves (204) of the support frame (2) abut against the arc-shaped hooks (301), and a second anchor rod thread seat (302) is provided at one end of the crossbeam (3).

6. The construction device for drilling operation on a slope according to claim 5, characterized in that: A second anchor rod (7) is provided on the crossbeam (3), one end of the second anchor rod (7) is inserted into the slope, and the second anchor rod (7) is threadedly connected to a second anchor rod threaded seat (302).

7. The construction device for drilling operation on a slope according to claim 1, characterized in that: The horizontal steel pipe (5) is a hollow steel pipe. One end of the horizontal steel pipe (5) is provided with an external thread (501) and an internal thread. The other end of the horizontal steel pipe (5) is provided with a screw rod (502). The screw rod (502) is connected to the internal thread of the adjacent horizontal steel pipe (5). The external thread (501) is connected to the threaded seat (102). One end of the horizontal steel pipe (5) is provided with a limit plate (503).

8. The construction device for drilling operation on a slope according to claim 1, characterized in that: A moving platform (4) is provided on the top of the two slide rails (8), and two U-shaped plates (401) are provided on the bottom of the moving platform (4), and the slide rails (8) are against each U-shaped plate (401).

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