CN212129106U - Construction site earthwork covering net - Google Patents
Construction site earthwork covering net Download PDFInfo
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- CN212129106U CN212129106U CN202020242835.9U CN202020242835U CN212129106U CN 212129106 U CN212129106 U CN 212129106U CN 202020242835 U CN202020242835 U CN 202020242835U CN 212129106 U CN212129106 U CN 212129106U
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Abstract
A covering net for the earthwork of a building construction site, which is fixedly covered on the soil surface by adopting an assembly construction mode, thereby having application flexibility, being convenient for centralized storage and carrying transportation, and being capable of quickly carrying out certain hardening treatment on the soil surface to ensure the smooth running of engineering vehicles, comprises anchor rods, a fixed disc, connecting ropes and screw rods, wherein the anchor rods are provided with a plurality of channels, the anchor rods are nailed into the soil according to a matrix arrangement mode during operation, the top end parts of the anchor rods are provided with sunken pits, screw holes are arranged on the anchor rods below the central positions of the sunken pits, the screw rods can be rotatably fixed in the screw holes, penetrating through holes are arranged at the central positions of the fixed disc, the screw rods are inserted into the through holes to rotate, so that the fixed disc can be extruded downwards to extrude and fix the connecting ropes into the sunken pits, and the connecting ropes connect all the anchor rods to form a whole net-shaped structure, the integrity of the soil is improved, and the generation of pits and flying dust is avoided.
Description
Technical Field
The utility model relates to a building site levels technical field, especially relates to a building construction place earthwork covers net.
Background
The main earlier stage flow of building construction is the leveling of a field and the excavation of a foundation pit, because the construction field does not have complete construction conditions at the moment, soil is loose, and large-scale machinery is moved in and stopped to roll back and forth on the surface of the soil, so that a large number of irregular pits are easily formed in the loose soil, and at the moment, because a large number of earthworks exist in the excavation and construction of the foundation pit and need to be transported out of the field, various mechanical materials need to be transported into the field, engineering vehicles inevitably run back and forth on the unhardened road surface, further pit unevenness of the muddy soil road surface is caused, a large amount of dust is rolled up, the construction environment is seriously influenced, and therefore, the unhardened soil surface of the construction field at the earlier stage needs to be protected to a.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a building construction place earthwork covers net is provided, this covers net adopts the fixed soil surface that covers of mode of equipment construction to possess and use the flexibility, be convenient for concentrate and accomodate and carry the transportation, can carry out certain sclerosis to soil surface fast, guarantee that the traveling of engineering vehicle is smooth and easy.
The utility model discloses specifically include anchor rod, the fixed disk connects the rope, the lead screw, anchor rod is the columnar structure, and its bottom position is sharp-pointed form, and its top position is provided with the cap dish, the external diameter of cap dish is greater than the external diameter of anchor rod, then inside the anchor rod can be nailed into soil, and the cap dish stayed soil surface top, anchor rod has the multichannel, during the operation according to the matrix arrangement mode with the anchor rod nail into soil in, connect the rope column structure of rope for possessing certain length, it also has the multichannel to connect the rope.
The top position of anchor pole is provided with concave pit, concave pit overlook the shape for circular form, the central point position below in concave pit is provided with the screw hole on the anchor pole, the internal diameter of screw hole equals the external diameter of screw pole, the outer wall of screw pole is provided with the screw line that corresponds with the inner wall of screw hole, then the screw pole can rotate and fix to in the screw hole, the top of screw pole is provided with the screw cap.
The fixed disk is for possessing the circular column structure of certain thickness, and its external diameter is less than the internal diameter in concave pit, then the fixed disk can be absorbed in into concave pit, the central point of fixed disk puts and is provided with the perforation that runs through, fenestrate internal diameter is greater than the external diameter of screw pole, then the screw pole can insert into in the perforation, but the external diameter of the screw cap on screw pole top is greater than fenestrate internal diameter to the screw pole penetrates behind in the perforation, the screw cap can be downward to the fixed disk extrusion.
The utility model discloses a multichannel anchor rod is nailed in and is fixed to soil subaerial, it is arranged to shine the matrix mode, transverse arrangement is in same rectilinear position respectively with the anchor rod of vertical range promptly, the top of anchor rod is also arranged respectively to the rope will be connected to the back, it forms network structure to connect the rope crossing, the cross section of connecting the rope simultaneously is in the top of anchor rod, and put into the below of fixed disk the cross section of rope, extrude the fixed disk through rotatory screw rod after, then the fixed disk can be fixed to sunken hole with connecting the rope extrusion, then connect the rope and link to each other each anchor rod, form whole netted structure.
When the vehicle rolled soil surface, the anchor pole that rolls the position can play certain supporting role, through connecting the mutual tractive influence of rope between the adjacent anchor pole simultaneously for the wholeness of soil improves, then can avoid receiving the earth at the soil position that rolls to be rolled by the roll-out, and then avoids the production of pit and raise dust, in addition, the utility model discloses each position is the site assembly construction, mainly is anchor pole and connection rope, and is easier operation like this, makes things convenient for the anchor pole promptly to be nailed in, also makes things convenient for the connection rope to tighten and arranges, still convenient the utility model discloses a carry and take and put.
Specifically, the thickness of the fixed disk is smaller than the sinking depth of the sunken pit.
Specifically, connect the rope and specifically adopt the preparation of wire rope material to its firm degree of knot is higher, and is fixed in the pit by the fixed disk extrusion more easily.
As a further improvement, the lower side surface of the fixed disk and the upper side surface of the inner part of the concave pit are provided with a plurality of spurs in an array mode, so that the connecting rope is firmly fixed by extrusion.
As a further improvement, the periphery of the anchoring rod is provided with a large number of protruding strips, the protruding strips are parallel to the central axis of the anchoring rod, and the function of the protruding strips is to improve the mutual friction force of the anchoring rod inserted into soil, so that the anchoring rod is not easy to pull out.
As a further improvement, a large number of convex blocks are arranged on the upper side surface of the circular cap disc, so that a larger friction force can be obtained when a vehicle tire rolls on the upper side surface of the circular cap disc, and the wheel slipping phenomenon is reduced.
Drawings
Fig. 1 is a perspective view of the present invention.
Fig. 2 is a partially enlarged schematic view of fig. 1.
Fig. 3 is a schematic cross-sectional view of the present invention in an unused state.
Fig. 4 is a schematic cross-sectional view of the utility model in use.
Fig. 5 is a perspective view of the present invention in an assembled state.
Detailed Description
The following detailed description of embodiments of the present invention will be made with reference to the accompanying drawings.
The utility model provides a building construction place earthwork covers net, as shown in fig. 1 and fig. 2, including anchor rod 1, fixed disk 2, connect rope 3, lead screw 4, anchor rod 1 is the columnar structure, and its bottom position is sharp-pointed form, and its top position is provided with cap dish 11, cap dish 11's external diameter is greater than anchor rod 1's external diameter, and then inside anchor rod 1 can be nailed into soil, and cap dish 11 stayed soil surface top, anchor rod 1 has the multichannel, during the operation according to the matrix arrangement mode with anchor rod 1 nail into soil in, connect rope 3 for the rope column structure who possesses certain length, it also has the multichannel to connect rope 3.
The top position of anchor rod 1 is provided with concave pit 12, concave pit 12 overlook the shape for circular form, the central point below of concave pit 12 is provided with screw hole 13 on anchor rod 1, as shown in the cross-sectional view in fig. 3, the internal diameter of screw hole 13 equals the external diameter of screw rod 4, be provided with corresponding screw line on the outer wall of screw rod 4 and the inner wall of screw hole 13, then screw rod 4 can rotate and fix to in screw hole 13, the top of screw rod 4 is provided with screw cap 41.
The fixed disk 2 is circular column structure for possessing certain thickness, and its external diameter is less than the internal diameter of sunken hole 12, then the fixed disk 2 can be absorbed in into sunken hole 12, the central point of fixed disk 2 puts and is provided with the perforation 21 that runs through, the internal diameter of perforation 21 is greater than the external diameter of lead screw 4, then lead screw 4 can insert into in the perforation 21, but the external diameter of the screw cap 41 on lead screw 4 top is greater than the internal diameter of perforation 21 to lead screw 4 penetrates behind in perforation 21, and lead screw 41 can extrude fixed disk 4 downwards, as shown in the sectional view of fig. 4.
The utility model discloses a fixed soil subaerial is gone into to multichannel anchor rod 1 nail, it arranges to shine the matrix mode, transverse arrangement is in same rectilinear position respectively with the anchor rod 1 of vertical range promptly, as shown in fig. 5, the top of anchor rod 1 is also arranged respectively to back 3 ropes of will connecting, 3 horizontal vertical crossings of connecting rope form network structure, the cross site of connecting rope 3 simultaneously is in the top of anchor rod 1, and put into the cross site of connecting rope 3 the below of fixed disk 2, extrude fixed disk 2 through rotatory screw rod 4 afterwards, as shown in fig. 4, then fixed disk 2 can be fixed in sunken 12 with connecting rope 3 extrusion, then connect rope 3 and link to each other each way anchor rod 1, form whole netted structure.
When the vehicle rolled soil surface, the anchor rod 1 that rolls the position can play certain supporting role, through connecting the mutual tractive influence of rope 3 between the adjacent anchor rod 1 simultaneously for the wholeness of soil improves, then can avoid receiving the earth at the soil position that rolls to be rolled out, and then avoids the production of pit and raise dust, in addition, the utility model discloses each position is the field assembly construction, mainly is anchor rod 1 and is connected rope 3, and is easier to operate like this, makes things convenient for anchor rod 1 to be nailed into promptly, also conveniently connects rope 3 and can tighten and arrange, and is still convenient the utility model discloses a carry and take and put.
Specifically, as shown in fig. 3 and 4, the thickness of the fixed disk 2 is smaller than the depression depth of the depression pit 12.
Specifically, connect rope 3 and specifically adopt the preparation of wire rope material to its firm degree of knot is higher, and is fixed in recess pit 12 by fixed disk 2 extrusion more easily.
As a further improvement, as shown in fig. 3, the underside of the fixing plate 2 and the inner upper side of the recessed pit 12 are provided with a plurality of spurs 5 in a row, so that the connecting string 3 is pressed and fixed more firmly.
As a further improvement, as shown in fig. 1 and 2, the circumference of the anchor rod 1 is provided with a plurality of protruding strips 14, the protruding strips 14 are parallel to the central axis of the anchor rod 1, and the function of the protruding strips 14 is to increase the mutual friction force of the anchor rod 1 inserted into the soil, so that the anchor rod 1 is not easy to be pulled out.
As a further improvement, a large number of convex blocks 15 are arranged on the upper side surface of the circular cap plate 11, so that a larger friction force can be obtained when a vehicle tire rolls on the upper side surface of the circular cap plate, and the wheel slipping phenomenon is reduced.
The above description, the embodiments are only intended to describe the preferred embodiments of the present invention, and not to limit the scope of the present invention, and various modifications and improvements made to the technical solutions by the engineers in the art without departing from the spirit of the present invention should fall within the protection scope defined by the claims of the present invention.
Claims (6)
1. The utility model provides a building construction place earthwork covers net which characterized in that: the novel anchor rod is characterized by comprising an anchor rod (1), a fixed disc (2), a connecting rope (3) and a lead screw (4), wherein the anchor rod (1) is of a columnar structure, the bottom end part of the anchor rod is sharp, a circular cap disc (11) is arranged at the top end part of the anchor rod, the outer diameter of the circular cap disc (11) is larger than that of the anchor rod (1), multiple channels exist in the anchor rod (1), the connecting rope (3) is of a rope-shaped structure with a certain length, and multiple channels also exist in the connecting rope (3);
a concave pit (12) is arranged at the top end of the anchoring rod (1), the overlooking shape of the concave pit (12) is circular, a screw hole (13) is formed in the anchoring rod (1) below the central position of the concave pit (12), the inner diameter of the screw hole (13) is equal to the outer diameter of the screw rod (4), corresponding screw threads are arranged on the outer wall of the screw rod (4) and the inner wall of the screw hole (13), the screw rod (4) can be rotationally fixed in the screw hole (13), and a screw cap (41) is arranged at the top end of the screw rod (4);
the fixed disk (2) is for possessing the circular column structure of certain thickness, and its external diameter is less than the internal diameter of sunken hole (12), the central point of fixed disk (2) puts and is provided with perforation (21) that run through, the internal diameter of perforation (21) is greater than the external diameter of lead screw (4), but the external diameter of the screw cap (41) on lead screw (4) top is greater than the internal diameter of perforation (21).
2. The building construction site earth covering net according to claim 1, wherein: the thickness of the fixed disk (2) is smaller than the sinking depth of the sunken pit (12).
3. The building construction site earth covering net according to claim 2, wherein: the connecting rope (3) is made of steel wire rope materials.
4. The building construction site earth covering net according to any one of claims 1 to 3, wherein: the lower side surface of the fixed disc (2) and the upper side surface in the concave pit (12) are provided with a large number of spurs (5) in an arrayed manner.
5. The building construction site earth covering net according to any one of claims 1 to 3, wherein: the periphery of the anchoring rod (1) is provided with a large number of protruding strips (14), and the protruding strips (14) are parallel to the central axis of the anchoring rod (1).
6. The building construction site earth covering net according to any one of claims 1 to 3, wherein: the upper side surface of the circular cap disc (11) is provided with a plurality of convex blocks (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020242835.9U CN212129106U (en) | 2020-03-03 | 2020-03-03 | Construction site earthwork covering net |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020242835.9U CN212129106U (en) | 2020-03-03 | 2020-03-03 | Construction site earthwork covering net |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212129106U true CN212129106U (en) | 2020-12-11 |
Family
ID=73678333
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020242835.9U Active CN212129106U (en) | 2020-03-03 | 2020-03-03 | Construction site earthwork covering net |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212129106U (en) |
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2020
- 2020-03-03 CN CN202020242835.9U patent/CN212129106U/en active Active
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