CN220666506U - Anchor bolt structure for mounting iron tower for communication engineering - Google Patents
Anchor bolt structure for mounting iron tower for communication engineering Download PDFInfo
- Publication number
- CN220666506U CN220666506U CN202322224254.9U CN202322224254U CN220666506U CN 220666506 U CN220666506 U CN 220666506U CN 202322224254 U CN202322224254 U CN 202322224254U CN 220666506 U CN220666506 U CN 220666506U
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- bolt structure
- fixedly connected
- anchor bolt
- supporting
- fixed ring
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 title claims abstract description 32
- 238000004891 communication Methods 0.000 title claims abstract description 28
- 229910052742 iron Inorganic materials 0.000 title claims abstract description 16
- 238000009434 installation Methods 0.000 claims abstract description 10
- 239000000463 material Substances 0.000 claims description 14
- 239000007787 solid Substances 0.000 claims description 11
- 238000000034 method Methods 0.000 abstract description 11
- 230000000694 effects Effects 0.000 abstract description 3
- 238000007599 discharging Methods 0.000 description 11
- 239000004568 cement Substances 0.000 description 8
- 230000005540 biological transmission Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 241000282326 Felis catus Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 230000007274 generation of a signal involved in cell-cell signaling Effects 0.000 description 1
- 239000013307 optical fiber Substances 0.000 description 1
- 230000008054 signal transmission Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000005437 stratosphere Substances 0.000 description 1
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- Foundations (AREA)
Abstract
The utility model relates to the technical field of anchor bolt structures, in particular to an anchor bolt structure for installing an iron tower for communication engineering, which comprises an anchor bolt structure, wherein the anchor bolt structure comprises a bottom side fixing ring, a top side fixing ring and connecting anchor rods, a plurality of connecting anchor rods are fixedly arranged on one side of the bottom side fixing ring, and a top side fixing ring is fixedly arranged on the bottom side of the connecting anchor rods. The utility model has the advantages that: through backup pad, level bubble appearance, threaded rod, handle ring, mounting disc and supporting rib's cooperation sets up, regulation that can be quick the position of supporting rib, through a plurality of the supporting rib can be quick carry out leveling work to the crab-bolt structure, thereby be right the in-process that the crab-bolt structure leveled need not to carry out leveling work to ground, reduced whole leveling work required time for whole leveling process is comparatively simple, has reached the installation the effect of crab-bolt structure efficiency.
Description
Technical Field
The utility model relates to the technical field of anchor bolt structures, in particular to an anchor bolt structure for mounting an iron tower for communication engineering.
Background
The communication engineering is also telecommunication engineering, is called long-distance communication engineering and weak current engineering, is an important branch of electronic engineering, is one of basic subjects, and is mainly used for researching signal generation, information transmission, exchange and processing, and has theoretical and engineering application problems in the aspects of computer communication, digital communication, satellite communication, optical fiber communication, bee-process communication, personal communication, stratosphere communication, multimedia technology, information expressway, digital program control exchange and the like. The communication iron tower is an indispensable part in communication engineering, and comprises steel components such as tower body, platform, lightning rod, cat ladder, antenna support to through hot galvanizing anticorrosive treatment, mainly used microwave, ultrashort wave, wireless network signal's transmission and transmission etc..
The embedded anchor bolts are common components in communication iron tower construction, one part of the anchor bolts are embedded into concrete to play a role in anchoring and positioning, and the exposed rest parts are used for connecting auxiliary structures of the communication iron tower, such as a support, a bracket and the like, and the embedded anchor bolts are usually arranged in advance in the early construction stage. In order to ensure the stability of the anchor bolt structure in the process of installing the anchor bolt, firstly, the anchor bolt structure needs to be leveled, the existing method for leveling the anchor bolt structure generally performs leveling work on the ground, and the method for leveling the ground is troublesome to operate, so that the whole process time for fixing the anchor bolt structure is longer, the efficiency of installing the anchor bolt structure is reduced, and therefore, the anchor bolt structure for iron tower installation for communication engineering is needed to solve the problems.
Disclosure of Invention
The object of the present utility model is to solve at least one of the technical drawbacks.
Therefore, an object of the present utility model is to provide an anchor bolt structure for installing an iron tower for communication engineering, so as to solve the problems mentioned in the background art and overcome the disadvantages in the prior art.
In order to achieve the above-mentioned purpose, an embodiment of an aspect of the present utility model provides an anchor bolt structure for installing an iron tower in a communication engineering, including an anchor bolt structure, the anchor bolt structure includes a bottom side fixing ring, a top side fixing ring and a connecting anchor bolt, a plurality of connecting anchor bolts are fixedly installed on one side of the bottom side fixing ring, a plurality of bottom side fixing rings are fixedly installed on the bottom side of the connecting anchor bolt, a plurality of supporting plates are fixedly connected on the outer surface of the bottom side fixing ring, a plurality of installing grooves are all formed on one side of the supporting plates, a plurality of horizontal bubble gauges are all fixedly installed on the inner wall of the installing grooves, a plurality of threaded rods are all screwed on one side of the supporting plates, a plurality of handle rings are all fixedly connected on the top ends of the threaded rods, a plurality of installing discs are all fixedly connected on the bottom ends of the threaded rods, and a plurality of supporting ribs are all fixedly connected on one sides of the installing discs far away from the threaded rods.
By the preferred in above-mentioned arbitrary scheme, the inner wall fixedly connected with a plurality of bracing piece of topside solid fixed ring, a plurality of the bracing piece is kept away from the one end fixedly connected with of topside solid fixed ring and is down the hopper, the bottom fixedly connected with row material pipe of hopper down, the bottom fixedly connected with branch feed cylinder of row material pipe, the surface fixedly connected with of branch feed cylinder is unloading the pipe of a plurality of.
By the above-mentioned arbitrary scheme preferred, the equal fixedly connected with of two sides of backup pad looks symmetry supports the floor, support floor and bottom side solid fixed ring fixed connection, through support the floor can guarantee the connection stability of backup pad and bottom side solid fixed ring.
By above-mentioned arbitrary scheme preferred, one side fixedly connected with of bracing piece supports the diagonal, the one end that the bracing piece was kept away from to the diagonal is with dividing feed cylinder fixed connection, has supported divide the feed cylinder, thereby guarantees divide the structural stability of feed cylinder.
By any of the above schemes, preferably, the bottom ends of the supporting ribs are bent into a U shape, and a plurality of the supporting ribs are distributed on the outer surface of the mounting plate in a circumferential array.
By the above-mentioned scheme preferred, the unloading pipe slope sets up, the quantity of unloading pipe corresponds with the quantity of mounting disc, the position of unloading pipe bottom corresponds with the position of supporting rib to can be quick to the position that the supporting rib is located is irritated the material work.
Compared with the prior art, the utility model has the following advantages and beneficial effects:
1. through backup pad, level bubble appearance, threaded rod, handle ring, mounting disc and supporting rib's cooperation sets up, regulation that can be quick the position of supporting rib, through a plurality of the supporting rib can be quick carry out leveling work to the crab-bolt structure, thereby be right the in-process that the crab-bolt structure leveled need not to carry out leveling work to ground, reduced whole leveling work required time for whole leveling process is comparatively simple, has reached the installation the effect of crab-bolt structure efficiency.
2. Through bracing piece, unloading bucket, row's material pipe, branch feed cylinder and the cooperation setting of unloading pipe can be simultaneously to a plurality of after leveling work is accomplished the position that the supporting rib located is irritated the material work, thereby can be quick right the supporting rib is fixed, and then avoided the condition that the position deviation appears in the supporting rib, thereby guaranteed the stability of crab-bolt structure.
Drawings
FIG. 1 is a schematic view of a first view structure according to the present utility model;
FIG. 2 is a schematic view of a second view angle structure according to the present utility model;
FIG. 3 is a schematic view of the structure of the support plate and the connecting members thereof according to the present utility model;
fig. 4 is a schematic structural view of the dispensing cartridge and its connecting member according to the present utility model.
In the figure: 1-anchor bolt structure, 101-bottom side fixed ring, 102-top side fixed ring, 103-connection anchor rod, 2-supporting plate, 3-mounting groove, 4-horizontal bubble instrument, 5-threaded rod, 6-handle ring, 7-mounting plate, 8-supporting rib, 9-supporting rod, 10-blanking hopper, 11-discharging pipe, 12-distributing cylinder, 13-discharging pipe, 14-supporting rib plate and 15-supporting diagonal rod.
Detailed Description
The present utility model will be further described with reference to the accompanying drawings, but the scope of the present utility model is not limited to the following.
As shown in fig. 1 to 4, an anchor bolt structure for iron tower installation in communication engineering comprises an anchor bolt structure 1, the anchor bolt structure 1 comprises a bottom side fixed ring 101, a top side fixed ring 102 and a connecting anchor bolt 103, a plurality of connecting anchor bolts 103 are fixedly installed on one side of the bottom side fixed ring 101, a plurality of supporting plates 2 are fixedly connected to the outer surface of the bottom side fixed ring 101, a mounting groove 3 is formed in one side of each supporting plate 2, a horizontal bubble instrument 4 is fixedly installed on the inner wall of each mounting groove 3, a threaded rod 5 is connected to one side of each supporting plate 2, a handle ring 6 is fixedly connected to the top end of each threaded rod 5, a mounting disc 7 is fixedly connected to the bottom end of each threaded rod 5, a plurality of supporting ribs 8 are fixedly connected to one side of each threaded rod 7, and when the anchor bolt structure 1 works, the plurality of handle rings 6 are respectively rotated, the threaded rods 6 are rotated, the mounting disc 7 drive the plurality of supporting ribs 8 to move, and the leveling instrument 4 is adjusted to the position of the anchor bolt structure 1.
As an alternative technical scheme of the utility model, the inner wall of the top side fixing ring 102 is fixedly connected with a plurality of supporting rods 9, one end of the plurality of supporting rods 9 away from the top side fixing ring 102 is fixedly connected with a blanking hopper 10, the bottom end of the blanking hopper 10 is fixedly connected with a discharging pipe 11, the bottom end of the discharging pipe 11 is fixedly connected with a distributing cylinder 12, the outer surface of the distributing cylinder 12 is fixedly connected with a plurality of discharging pipes 13, after the leveling work is finished, cement is poured into the discharging hopper 10 from the inside, at the moment, the cement enters the inside of the distributing cylinder 12 under the action of the discharging pipe 11, then the cement is discharged to the position of the supporting rib 8 through the plurality of discharging pipes 13, and the supporting rib 8 is fixed after the cement is solidified.
As an alternative technical scheme of the utility model, the two symmetrical sides of the supporting plate 2 are fixedly connected with the supporting rib plates 14, the supporting rib plates 14 are fixedly connected with the bottom side fixing ring 101, and the connection stability of the supporting plate 2 and the bottom side fixing ring 101 can be ensured through the supporting rib plates 14.
As an alternative technical scheme of the utility model, one side of the supporting rod 9 is fixedly connected with a supporting inclined rod 15, one end of the supporting inclined rod 15 far away from the supporting rod 9 is fixedly connected with the material distributing cylinder 12, and the material distributing cylinder 12 is supported, so that the structural stability of the material distributing cylinder 12 is ensured.
As an alternative technical scheme of the utility model, the bottom ends of the supporting ribs 8 are bent into a U shape, and a plurality of supporting ribs 8 are distributed on the outer surface of the mounting plate 7 in a circumferential array.
As an alternative technical scheme of the utility model, the blanking pipes 13 are obliquely arranged, the number of the blanking pipes 13 corresponds to that of the mounting plates 7, and the positions of the bottom ends of the blanking pipes 13 correspond to that of the supporting ribs 8, so that the filling work can be rapidly carried out on the positions of the supporting ribs 8.
An anchor bolt structure for mounting an iron tower for communication engineering has the following working principle:
when leveling work is carried out on the anchor bolt structure 1, the handle rings 6 are respectively rotated to enable the threaded rods 5 to rotate, the mounting plate 7 is enabled to drive the supporting ribs 8 to move, bubbles of the horizontal bubble meters 4 are adjusted to the middle position, leveling work on the anchor bolt structure 1 is completed, cement is poured into the anchor bolt structure from the inside of the discharging hopper 10, at the moment, the cement enters the inside of the distributing cylinder 12 under the action of the discharging pipe 11, then the cement is discharged to the positions of the supporting ribs 8 through the discharging pipes 13, and the supporting ribs 8 are fixed after the cement is solidified.
To sum up, this anchor bolt structure of iron tower installation for communication engineering, through backup pad 2, the level bubble appearance 4, threaded rod 5, handle ring 6, the cooperation setting of mounting disc 7 and supporting rib 8, the position of adjusting supporting rib 8 that can be quick, carry out leveling work to anchor bolt structure 1 through a plurality of supporting rib 8, thereby need not to carry out leveling work to ground at the in-process of leveling to anchor bolt structure 1, the required time of whole leveling work has been reduced, make whole leveling process comparatively simple, the effect of installing anchor bolt structure 1 efficiency has been reached, through bracing piece 9, lower hopper 10, row material pipe 11, divide material section of thick bamboo 12 and the cooperation setting of unloading pipe 13, can carry out the material filling work to the position that a plurality of supporting rib 8 are located simultaneously after leveling work is accomplished, thereby can be quick fix supporting rib 8, and then the condition that the position offset appears to supporting rib 8 has been avoided, thereby anchor bolt structure 1's stability has been guaranteed.
Claims (6)
1. An anchor bolt structure for iron tower installation for communication engineering, which is characterized in that: including crab-bolt structure (1), crab-bolt structure (1) includes bottom side solid fixed ring (101), top side solid fixed ring (102) and connects stock (103), one side fixed mounting of bottom side solid fixed ring (101) has a plurality of to connect stock (103), a plurality of bottom side solid fixed ring (102) of connecting stock (103), the surface fixedly connected with a plurality of backup pad (2) of bottom side solid fixed ring (101), a plurality of mounting groove (3) have all been seted up to one side of backup pad (2), a plurality of the equal fixed mounting of inner wall of mounting groove (3) has horizontal bubble appearance (4), a plurality of one side of backup pad (2) equal threaded connection threaded rod (5), a plurality of equal fixedly connected with handle ring (6) in top of threaded rod (5), a plurality of equal fixedly connected with mounting disc (7) in bottom of threaded rod (5), a plurality of one side that threaded rod (5) were kept away from in mounting disc (7) is equal fixedly connected with a plurality of supporting rib (8).
2. An anchor bolt structure for iron tower installation for communication engineering according to claim 1, wherein: the inner wall fixedly connected with a plurality of bracing piece (9) of topside solid fixed ring (102), a plurality of bracing piece (9) keep away from one end fixedly connected with of topside solid fixed ring (102) and go down hopper (10), the bottom fixedly connected with of lower hopper (10) arranges material pipe (11), the bottom fixedly connected with of arranging material pipe (11) divides feed cylinder (12), the surface fixedly connected with of dividing feed cylinder (12) is a plurality of unloading pipe (13).
3. An anchor bolt structure for iron tower installation for communication engineering according to claim 2, wherein: the two symmetrical sides of the supporting plate (2) are fixedly connected with supporting rib plates (14), and the supporting rib plates (14) are fixedly connected with the bottom side fixing ring (101).
4. A pylon mounted anchor bolt structure for telecommunications engineering according to claim 3, wherein: one side of the supporting rod (9) is fixedly connected with a supporting inclined rod (15), and one end, far away from the supporting rod (9), of the supporting inclined rod (15) is fixedly connected with the material distributing cylinder (12).
5. An anchor bolt structure for pylon installation for communication engineering according to claim 4 wherein: the bottom ends of the supporting ribs (8) are bent into a U shape, and a plurality of supporting ribs (8) are distributed on the outer surface of the mounting plate (7) in a circumferential array.
6. An anchor bolt structure for pylon installation for communication engineering according to claim 5 wherein: the blanking pipes (13) are obliquely arranged, the number of the blanking pipes (13) corresponds to the number of the mounting plates (7), and the positions of the bottom ends of the blanking pipes (13) correspond to the positions of the supporting ribs (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322224254.9U CN220666506U (en) | 2023-08-18 | 2023-08-18 | Anchor bolt structure for mounting iron tower for communication engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322224254.9U CN220666506U (en) | 2023-08-18 | 2023-08-18 | Anchor bolt structure for mounting iron tower for communication engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220666506U true CN220666506U (en) | 2024-03-26 |
Family
ID=90326552
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322224254.9U Active CN220666506U (en) | 2023-08-18 | 2023-08-18 | Anchor bolt structure for mounting iron tower for communication engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220666506U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118516988A (en) * | 2024-07-22 | 2024-08-20 | 西安亮丽电力集团有限责任公司 | Anchoring device for power line iron tower |
| CN118997516A (en) * | 2024-08-29 | 2024-11-22 | 中国一冶集团有限公司 | Auxiliary equipment and auxiliary installation method for installing embedded anchor bolts of steel column |
-
2023
- 2023-08-18 CN CN202322224254.9U patent/CN220666506U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118516988A (en) * | 2024-07-22 | 2024-08-20 | 西安亮丽电力集团有限责任公司 | Anchoring device for power line iron tower |
| CN118997516A (en) * | 2024-08-29 | 2024-11-22 | 中国一冶集团有限公司 | Auxiliary equipment and auxiliary installation method for installing embedded anchor bolts of steel column |
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