ROCK ANCHOR FOUNDATION STRUCTURE SUITABLE FOR MOUNTAIN PHOTOVOLTAIC MODULE AND CONSTRUCTION METHOD OF ROCK ANCHOR FOUNDATION STRUCTURE

Abstract

The present invention relates to a rock anchor foundation structure suitable for a mountain photovoltaic module and a construction method of the rock anchor foundation structure. A technical solution of the present invention is as follows: the rock anchor foundation structure comprises a drill hole drilled in a rock slope, an anchor rod module arranged in the drill hole and a photovoltaic power station module. The photovoltaic power station module is connected with the anchor rod module through a hollow connecting steel pipe; the photovoltaic power station module comprises a bracket welded on the top of the hollow connecting steel pipe, a beam mutually hinged with the top of the bracket and a photovoltaic cell panel arranged at the upper part of the beam. The rock anchor foundation structure of the present invention is suitable for the technical fields of around treatment and foundation engineering design.

Claims

1. A rock anchor foundation structure suitable fir a mountain photovoltaic module, comprising: a drill hole (7) drilled in a rock slope (6), an anchor rod module (1) arranged in the drill hole and a photovoltaic power station module; wherein the photovoltaic power station module is connected with the anchor rod module (1) through a hollow connecting steel pipe (2); the anchor rod module (1) comprises a hollow anchor rod (101) inserted into the drill hole (7) and provided with. continuous waveform threads on the surface, a plastic anchor head module (105), a stop-grouting plug (104), a steel cushion plate (10) and a fastening, nut (102); the plastic anchor head module (105), the stop-grouting plug (104), the steel cushion plate (103) and the listening nut (102) are used with the hollow anchor rod (101); a mortar anchorage body (8) is filled between the hollow anchor rod (101) and the drill hole (7) for fixing; and the photovoltaic power station module comprises a bracket (3) which is welded on the top of the hollow connecting steel pipe (2), a beam (4) mutually hinged with the top of the bracket and a photovoltaic cell panel (5) arranged at the upper part of the beam.

2. The rock anchor foundation structure suitable for the mountain photovoltaic module according to claim 1, wherein the plastic anchor head module (105) is fixed at the hollow anchor rod (101) at the hole bottom of the drill hole (7), the hollow anchor rod (101) is sleeved with the stop-grouting, plug (104) below an orifice of the drill hole (7) and is fastened by the steel cushion plate (103) and the fastening nut (102) on the surface of the orifice, and the top of the hollow anchor rod (101) is exposed to the rock slope (6).

3. The rock anchor foundation structure suitable for the mountain photovoltaic module according to claim 2, wherein a gravel layer (9) is filled in a gap between the plastic anchor head module (105) and the drill hole (7).

4. The rock anchor foundation structure suitable for the mountain photovoltaic module according to claim 2, wherein a concrete protective bearing platform (10) is poured by taking the hollow anchor rod (101) as a center, and the top surface of the bearing platform is slightly higher than the top surface of the fastening nut (102).

5. A construction method of the rock anchor foundation structure suitable for the mountain photovoltaic module according to claim 4, comprising the following steps: drilling a drill hole (7) in rock slope (6) by adopting a hydraulic mountain drilling rig, then introducing air into the drill hole (7) by using an air compressor, and repeatedly cleaning the drill hole; after cleaning the drill hole, rapidly inserting a hollow anchor rod (101) provided. with the plastic anchor head module (105) into the drill hole (7), throwing the gravel layer (9) with coarser particles of a thickness of 15 cm in a gap between the bottom of the drill hole (7) and the plastic anchor head module (105), cleaning away oil stains on an outer wall of the hollow anchor rod (101) at the same time, enabling a placing angle of the hollow anchor rod (101) to keep consistent with an inclined angle of the drill hole (7), and enabling the hollow anchor rod (101) to be always in the central position of the drill hole (7) after the hollow anchor rod (101) is placed; levelling the rock slope (6) at the orifice of the drill hole (7), sleeving the stop-grouting plug (104) in the hollow anchor rod (101) below the orifice, sleeving the steel cushion plate (103) and the fastening nut (102) in the hollow anchor rod (101) close to the surface of the orifice, and tightly screwing the fastening nut (102); mixing the mortar anchorage body (8) according to a design ratio, connecting a grouting joint with the top of the hollow anchor rod (101), continuously pouring the mortar anchorage body (8) in a gap between the drill hole (7) and the hollow anchor rod (101) through a pneumatic grouting pump, and tightly screwing the fastening nut (102) again after the mortar anchorage body (8) is dried and caked; building a wooden template on the levelled surface of the rock slope (6) at the orifice of the drill hole (7), pouring C20 concrete in the template, repeatedly vibrating the concrete, pouring the concrete until the concrete surface is higher than the top surface of the fastening nut (102) by 1 cm to form a concrete protective bearing platform (10), and burying and curing the concrete protective bearing platform (10) by sands after initial setting of the concrete; and tightly screwing the hollow connecting steel pipe (2) and the exposed hollow anchor rod (101), welding the top of the hollow connecting steel pipe (2) with the bottom of the bracket (3), hinging the top of the bracket with the beam (4), and arranging the photovoltaic cell panel (5) on the beam.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

[0017] FIG. 1 is a connection schematic diagram of a mountain photovoltaic module bracket and a rock anchor foundation in the present invention.

[0018] FIG. 2 is a structural schematic diagram of a rock anchor foundation in the present invention.

DETAILED DESCRIPTION OF THE INVENTION

[0019] As shown in FIG. 1 and FIG. 2, the present embodiment is a rock anchor foundation structure suitable for a mountain photovoltaic module. The rock anchor foundation structure comprises a drill hole 7 drilled in a rock slope 6, an anchor rod module 1 arranged in the drill hole, a photovoltaic power station module and a hollow connecting steel pipe 2 used for connecting the photovoltaic power station module with the anchor rod module 1.

[0020] The photovoltaic power station module comprises a beam 4, a bracket 3 hinged to the lower side of the beam 4 and a photovoltaic cell panel 5 arranged at the upper pan of the beam, and the bottom of the bracket 3 is welded with the hollow connecting steel pipe 2.

[0021] The anchor rod module 1 comprises a hollow anchor rod 101 inserted into the drill hole 7 and provided with continuous waveform threads on the surface, a plastic anchor head module 105, a stop-grouting plug 104, a steel cushion plate 103 and a fastening nut 102, and the plastic anchor head module 105, the stop-grouting plug 104, the steel cushion plate 103 and the fastening nut 102 are used with the hollow anchor rod 101.

[0022] The top of the hollow anchor rod 101 is exposed to the rock slope 6 and is in threaded connection with the hollow connecting steel pipe 2. A mortar anchorage body 8 is filled between the hollow anchor rod (which is a hollow rod piece with a middle inner hole as a grouting and exhausting passage) and the drill hole 7 for fixing the hollow anchor rod 101; and a gravel layer 9 with the thickness of 15 cm is filled in the plastic anchor head module 105 at the bottom of the mortar anchorage body 8, i.e., a gap between the plastic anchor head module 105 and the drill hole 7, so as to ensure that the hollow anchor rod 101 is always in the central position of the drill hole 7. The stop-grouting plug 104 is arranged below the orifice of the drill hole 7, the steel cushion plate 103 and the fastening nut 102 are sequentially sleeved into the hollow anchor rod 101 close to the surface of the orifice, the fastening nut 102 is tightly screwed to mutually wedge the steel cushion plate 103 with the rock slope 6 and the fastening nut 102 tightly; the concrete protective bearing platform 10 is poured by taking the hollow anchor rod 101 as the center; the bottom surface of the concrete protective bearing platform 10 is mutually wedged with the levelled surface of the rock slope 6; the top surface of the concrete protective bearing platform 10 is higher than the top surface of the fastening nut 102 by about 1 cm; an elevation of the bottom of the steel cushion plate 103 and the bottom surface of the concrete protective bearing platform 10 is consistent with an elevation of the orifice of the drill hole 7; and the mortar anchorage body 8 is a mixture of cement, medium-coarse sands and clear water.

[0023] A specific implementation method of the present embodiment comprises the following steps:

[0024] 1. drill the drill hole 7 in the rock slope 6 by adopting a hydraulic mountain drilling rig according to the aperture, the length and the accuracy required by design, and after drilling is finished, introducing air into the drill hole 7 by using an air compressor, and repeatedly cleaning the drill hole 7 to ensure that the hole wall of the drill hole 7 is clean;

[0025] 2. after cleaning the drill hole, rapidly inserting the hollow anchor rod 101 provided with the plastic anchor head module 105 into the drill hole 7, throwing the gravel layer 9 with coarser particles of the thickness of about 15 cm in a gap between the bottom of the drill hole 7 and the plastic anchor head module 105, cleaning away oil stains on the outer wall of the hollow anchor rod 101 at the same time, enabling the placing angle of the hollow anchor rod 101 to keep consistent with the inclined angle of the drill hole 7, and enabling the hollow anchor rod 101 to be always in the central position of the drill hole 7 after the hollow anchor rod 101 is placed;

[0026] 3. levelling the rock slope 6 at the orifice of the drill hole 7, enabling the stop-grouting plug 104 to be below the orifice, sequentially sleeving the steel cushion plate 103 and the fastening nut 102 in the hollow anchor rod 101 on the top of the stop-grouting plug 104, i.e. the surface of the orifice, and tightly screwing the fastening nut 102 to mutually wedge the steel cushion plate 103 with the rock slope 6 and the fastening nut 102;

[0027] 4. mixing the mortar anchorage body 8 according to a design ratio, connecting a grouting joint with the top of the hollow anchor rod 101, continuously pouring the mortar anchorage body 8 in interval gap between the drill hole 7 and the hollow anchor rod 101 through a pneumatic grouting pump, and tightly screwing the fastening nut 102 again after the mortar anchorage body 8 is dried and caked, wherein the mortar anchorage body 8 is the mixture of cement, the medium-coarse sands and the clear water;

[0028] 5. building a wooden template on the levelled surface of the rock slope 6 at the orifice of the drill hole 7, pouring concrete in the template, repeatedly vibrating the concrete, pouring the concrete until the concrete surface is higher than the top surface of the fastening nut 102 by about 1 cm to form a concrete protective bearing platform 10, and burying and curing the concrete protective bearing platform 0 by sands after initial setting of the concrete; and

[0029] 6. tightly screwing the hollow connecting steel pipe 2 and the exposed hollow anchor rod 101, welding the top of the hollow connecting steel pipe 2 with the bracket 3, mutually hinging the upper side of the bracket to the beam 4, and arranging the photovoltaic cell panel 5 on the beam.