CN218263964U - Leveling upright rod foundation embedded part for high-wind-speed area - Google Patents
Leveling upright rod foundation embedded part for high-wind-speed area Download PDFInfo
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- CN218263964U CN218263964U CN202222176133.7U CN202222176133U CN218263964U CN 218263964 U CN218263964 U CN 218263964U CN 202222176133 U CN202222176133 U CN 202222176133U CN 218263964 U CN218263964 U CN 218263964U
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Abstract
A leveling upright rod foundation embedded part for high wind speed areas comprises a base, a reinforcing plate, reinforcing ribs and a lead screw sheath, wherein a circular level is embedded on the upper surface of the base, and a plurality of through holes are symmetrically formed in the base by the central axis of the circular level; a plurality of mounting holes are formed in the positions, corresponding to the through holes, of the reinforcing plate one by one; the reinforcing rib is provided with an external thread, and the lower part of the reinforcing rib is provided with a reinforcing hook; after a plurality of reinforcing ribs penetrate through the mounting holes one by one, a plurality of limiting nuts are screwed into the external threads on the reinforcing ribs one by one, then a plurality of through holes arranged on the base are respectively aligned with the external threads on the plurality of reinforcing ribs one by one, then the base is placed downwards to be attached to the limiting nuts, and finally the upper ends of the external threads of the plurality of reinforcing ribs are screwed into the screw rod sheaths one by one; this built-in fitting colludes through reinforcement of reinforcing plate and strengthening rib below and strengthens the power of grabbing with the concrete, and the base that it had simultaneously can level function to the stability of later stage installation pole setting and the use accuracy of relevant equipment in the pole setting have been improved.
Description
Technical Field
The utility model relates to the civil engineering, water conservancy and hydropower, infrastructure and other aspects of the monitoring, monitoring equipment such as the civil engineering built-in fitting construction field of pole setting; in particular to a leveling upright rod foundation embedded part used in high wind speed areas.
Background
In the construction of a large number of highways, railways, water conservancy and hydropower projects, a plurality of construction projects of upright equipment (such as monitoring and monitoring equipment) always exist, and the upright equipment is influenced by factors such as high altitude, strong wind weather and the like in the process of establishing the upright equipment, so that the upright is toppled or swayed unsteadily due to unstable foundation of the upright, and the use of the equipment is influenced; therefore, the infrastructure of the pole erecting equipment is particularly important; the original embedded part of the pole erecting equipment foundation uses a single-layer steel plate, and the vertical steel bar is mainly used; however, the contact area between the embedded part of the traditional pole erecting equipment and the cast concrete is small, the holding power is weak, and the stability is poor; for the pole setting equipment needs to be used for a long time, if the pole setting equipment is unstable, the use function or precision of the pole setting equipment can be affected, and the conventional pole setting equipment has no leveling function on a basic embedded part, and the base of the basic embedded part needs to be subjected to leveling treatment (a concrete base which reaches a maintenance period needs to be leveled by a tool) before the pole setting equipment is installed, so that the treatment is troublesome, time-consuming and labor-consuming; with the progress of science and technology, the needs of capital construction projects and the adoption of the foundation embedded parts of the traditional pole equipment can not meet the needs of special climatic and geological conditions in high-altitude areas; therefore, it is urgently needed to develop a more stable and firm embedded part of the vertical rod foundation, so that the stability of the vertical rod and the use precision of related equipment are effectively improved.
Disclosure of Invention
Not enough to prior art, the utility model provides a but pole setting basis built-in fitting for high wind speed area leveling, including base, reinforcing plate, strengthening rib, lead screw sheath, its characterized in that: the upper surface of the base is embedded with a circular level gauge which is used for leveling the base at any time when the embedded part is poured; a plurality of through holes are symmetrically arranged on the base by the central axis of the base; a plurality of mounting holes are formed in the positions, corresponding to the through holes, of the reinforcing plate one by one; the reinforcing rib is provided with an external thread, and the lower part of the reinforcing rib is provided with a reinforcing hook; after a plurality of reinforcing ribs penetrate into the mounting holes one by one, and when the bottom of the reinforcing hook is equidistant from the reinforcing plate, a plurality of limiting nuts are screwed into the external threads on the reinforcing ribs one by one, and the distances between the limiting nuts and the reinforcing plate are equal; at the moment, a plurality of through holes arranged on the base are respectively aligned with the external threads on the reinforcing ribs one by one, then the base is placed downwards to be attached to the limiting nut, and finally the external threads of the reinforcing ribs are screwed into the screw rod sheaths one by one.
A preformed hole A is formed in the central position of the base, and a preformed hole B is formed in the central position of the reinforcing plate; the arrangement of the preformed hole A and the preformed hole B can be used for vibrating concrete when pouring is convenient, and the preformed hole A and the preformed hole B can also be used as wire outlets of embedded cables, and meanwhile, the dead weight of embedded parts is also reduced.
The mounting holes arranged on the reinforcing plate are round holes or threaded holes, so that the corresponding connection relationship between the reinforcing ribs and the reinforcing plate is fixed welding or threaded connection.
The screw rod sheath is a sleeve type with one closed end and one open end and hollow inside, and internal threads are arranged inside one open end of the screw rod sheath; the setting of lead screw sheath mainly prevents when concrete placement, and the external screw thread on the strengthening rib is polluted by the concrete, influences the installation rate during later stage installation pole setting.
The invention has the beneficial effects that:
the embedded part enhances the holding power with concrete through the reinforcing plate and the reinforcing hook below the reinforcing rib, and simultaneously has the function of leveling the base, so that the stability of installing the vertical rod in the later period and the use precision of related equipment on the vertical rod are improved; and the adoption of the lead screw sheath, when the pole setting is installed to the later stage, labour saving and time saving, this built-in fitting processing is convenient, the investment is little, economical and practical, and the use-in of this built-in fitting has improved work efficiency, has produced economic benefits.
Drawings
Fig. 1 is a front view of the present invention;
FIG. 2 is a schematic view of the base of the present invention;
FIG. 3 is a schematic view of the reinforcing plate of the present invention;
FIG. 4 is a schematic view of the reinforcing rib of the present invention;
fig. 5 is a schematic view of the screw rod sheath of the present invention;
FIG. 6 is a schematic view of the present invention being poured into concrete;
fig. 7 is a perspective view of embodiment 1 of the present invention;
fig. 8 is a perspective view of embodiment 2 of the present invention;
in the figure: 1. a base 11, a circular level 12, a through hole 13 and a reserved hole A; 2. a reinforcing plate 21, a mounting hole 22 and a reserved hole B; 3. reinforcing ribs 31, external threads 32 and reinforcing hooks; 4. a screw rod sheath 41, internal threads; 5. and a limiting nut.
Detailed Description
Example 1, as shown in fig. 7: a leveling upright rod foundation embedded part for a high wind speed area comprises a base 1, a reinforcing plate 2, reinforcing ribs 3 and a lead screw sheath 4, wherein a circular level 11 is embedded on the upper surface of the base 1, and four through holes 12 are symmetrically arranged on the base 1 by the central axis thereof; four mounting holes 21 are formed in the reinforcing plate 2 in one-to-one correspondence to the through holes 12; the reinforcing rib 3 is provided with an external thread 31, and the lower part of the reinforcing rib is provided with a reinforcing hook 32; after the four reinforcing ribs 3 penetrate into the mounting holes 21 one by one, and when the bottom of the reinforcing hook 32 is equidistant from the reinforcing plate 2, the four limiting nuts are screwed into the external threads 31 on the reinforcing ribs 3 one by one, and the distances between the four limiting nuts 5 and the reinforcing plate 2 are equal; at this time, the four through holes 12 arranged on the base 1 are respectively aligned with the external threads 31 on the four reinforcing ribs 3 one by one, then the base 1 is placed downwards to be attached to the limiting nut 5, and finally the external threads 31 of the four reinforcing ribs 3 are screwed into the screw rod protective sleeves 4 one by one.
A preformed hole A13 is arranged at the central position of the base 1, and a preformed hole B22 is arranged at the central position of the reinforcing plate 2.
The mounting hole 21 that sets up on the reinforcing plate 2 is the round hole, and 3 reinforcing ribs 3 reinforcing plate 2 correspond the relation of connection and be fixed welding, and the advantage is simple swift when assembling this built-in fitting, and the shortcoming need use the electric welding, can not carry out weldment work under the electroless environment.
The screw rod sheath 4 is a sleeve type with one closed end and one open end and hollow inside, and the inner thread 41 is arranged inside one open end.
Example 2, as shown in fig. 8: compared with the embodiment 1, the difference is that the mounting holes 21 arranged on the reinforcing plates 2 are threaded holes, and the reinforcing plates 2 of the reinforcing ribs 3 are correspondingly connected by threads, so that the embedded part has the advantages that electricity is not needed when the embedded part is assembled on site, and the defect is that the assembling speed is slower compared with the embodiment 1.
The utility model discloses a use method does:
after the embedded part is assembled (a limiting nut is about 12cm away from the upper end of an external thread), the embedded part is placed in a pit excavated by an embedded point position (a cushion layer needs to be formed at the bottom of the pit), a round level on a base is observed, bubbles are roughly centered, the upper surface of the base is slightly lower than the ground plane, then the embedded part is supported, then concrete is poured and vibrated (the embedded part needs to be adjusted at any time in the process, the bubbles are roughly centered on the base), when the concrete is poured to about one centimeter away from the bottom surface of the base, a screw rod sheath and the base are sequentially taken down, a small amount of concrete is manually added and leveled, when an external thread outcrop is about 10 centimeters, the base is placed and four corners of the base are knocked by using rubber hammers, the bubbles of the round level are roughly centered, then the screw rod sheath is sequentially screwed with external threads, the screw rod sheath is adjusted to be centered by rotating the screw rod sheath (the screw rod sheath can also be replaced by nuts), finally, the place where the concrete around the base is lacked is manually added and leveled, after the concrete is reached, a post-period of monitoring and maintenance of post installation work can be carried out.
The above-mentioned embodiments further describe the objects, technical solutions and advantages of the present invention in detail, it should be understood that the above-mentioned embodiments are only specific embodiments of the present invention, and are not intended to limit the present invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (4)
1. The utility model provides a pole setting basis built-in fitting for high wind speed area leveling, includes base (1), reinforcing plate (2), strengthening rib (3), lead screw sheath (4), its characterized in that: the upper surface of the base (1) is embedded with a circular level (11), and the base (1) is symmetrically provided with a plurality of through holes (12) by the central axis thereof; a plurality of mounting holes (21) are formed in the positions, corresponding to the through holes (12), on the reinforcing plate (2) one by one; the reinforcing rib (3) is provided with an external thread (31), and the lower part of the reinforcing rib is provided with a reinforcing hook (32); after a plurality of reinforcing ribs (3) penetrate through the mounting holes (21) one by one, and when the bottom of the reinforcing hook (32) is equidistant from the reinforcing plate (2), a plurality of limiting nuts are screwed into the external threads (31) on the reinforcing ribs (3) one by one, and the distances between the limiting nuts (5) and the reinforcing plate (2) are equal; at the moment, a plurality of through holes (12) arranged on the base (1) are respectively aligned with the external threads (31) on the reinforcing ribs (3) one by one, then the base (1) is placed downwards to be attached to the limiting nut (5), and finally the external threads (31) of the reinforcing ribs (3) are screwed into the screw rod sheaths (4) one by one.
2. The leveling pole foundation embedded part used in the high wind speed area according to claim 1, wherein: the central point of base (1) puts and is provided with preformed hole A (13), the central point of reinforcing plate (2) puts and is provided with preformed hole B (22).
3. The leveling pole foundation embedded part for the high wind speed area according to claim 1, wherein: the mounting holes (21) arranged on the reinforcing plate (2) are round holes or threaded holes, so that the corresponding connection relationship between the reinforcing ribs (3) and the reinforcing plate (2) is fixed welding or threaded connection.
4. The leveling pole foundation embedded part for the high wind speed area according to claim 1, wherein: the lead screw sheath (4) is a sleeve type with one closed end and one open end and hollow interior, and internal threads (41) are arranged in one open end of the lead screw sheath.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202222176133.7U CN218263964U (en) | 2022-08-18 | 2022-08-18 | Leveling upright rod foundation embedded part for high-wind-speed area |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202222176133.7U CN218263964U (en) | 2022-08-18 | 2022-08-18 | Leveling upright rod foundation embedded part for high-wind-speed area |
Publications (1)
Publication Number | Publication Date |
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CN218263964U true CN218263964U (en) | 2023-01-10 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202222176133.7U Active CN218263964U (en) | 2022-08-18 | 2022-08-18 | Leveling upright rod foundation embedded part for high-wind-speed area |
Country Status (1)
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CN (1) | CN218263964U (en) |
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2022
- 2022-08-18 CN CN202222176133.7U patent/CN218263964U/en active Active
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