CN214784133U - Prefabricated foundation column of communication tower - Google Patents
Prefabricated foundation column of communication tower Download PDFInfo
- Publication number
- CN214784133U CN214784133U CN202120187061.9U CN202120187061U CN214784133U CN 214784133 U CN214784133 U CN 214784133U CN 202120187061 U CN202120187061 U CN 202120187061U CN 214784133 U CN214784133 U CN 214784133U
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- CN
- China
- Prior art keywords
- baffle
- steel reinforcement
- reinforcement frame
- connecting rod
- communication tower
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 238000004891 communication Methods 0.000 title claims abstract description 31
- 210000003205 muscle Anatomy 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 36
- 239000010959 steel Substances 0.000 claims abstract description 36
- 230000002787 reinforcement Effects 0.000 claims abstract description 29
- 230000000149 penetrating effect Effects 0.000 claims description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 13
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000010295 mobile communication Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to a prefabricated foundation post of communication tower, the prefabricated foundation post of communication tower include base, steel reinforcement frame, spiral muscle, the steel reinforcement frame sets up along base week side, the vertical setting of steel reinforcement frame, the spiral muscle sets up on the steel reinforcement frame, still includes locking structure, and locking structure includes bracing piece, baffle, connecting rod, retaining member, the bracing piece sets up on the steel reinforcement frame, connecting rod one end and steel reinforcement frame sliding connection, the connecting rod other end and the one end fixed connection of baffle, the other end of baffle is towards the bracing piece, the baffle other end has been seted up and has been dodged the groove, the bracing piece can stretch into and dodge in the groove, the retaining member is used for the position of locking connecting rod. This application has the effect of being convenient for fix the spiral muscle on the main muscle.
Description
Technical Field
The application relates to the field of communication towers, in particular to a prefabricated foundation column of a communication tower.
Background
The communication tower is a main carrier of communication signal transmitting, receiving and transmitting equipment, and is an infrastructure for completing signal coverage of mobile communication. The communication tower is an iron tower which can ensure the normal operation of a wireless communication system, and the height of the communication antenna is increased through the communication tower, so that the communication antenna can be arranged at the highest point to increase the service radius, and an ideal communication effect is achieved.
At present, in the application document with the application number of 201520555817.5, a prefabricated foundation column for a communication tower is disclosed, wherein the foundation column comprises main ribs, spiral ribs, flange plates, steel rings, stiffening plates, connecting bolts, gaskets and concrete; the main ribs form a main body frame, and the spiral ribs are positioned in the main body frame formed by the main ribs; the steel ring is positioned at the top end of the foundation column, the upper part of the steel ring is provided with a flange plate, the upper part of the flange plate is provided with a gasket, and the flange plate is fixed on the foundation column through a connecting bolt; a stiffening plate is arranged at the joint of the flange and the edge of the main body frame of the foundation column; after the flange plate is fastened on the foundation column, concrete is poured into the main body frame of the foundation column for molding.
In view of the above-described related art, the inventors have considered that it is difficult to fix the spiral bar to the main bar by requiring a worker to perform an ascending operation while holding the welding apparatus.
SUMMERY OF THE UTILITY MODEL
In order to facilitate fixing the spiral muscle on the main muscle, this application provides a communication tower prefabricated foundation post.
The application provides a prefabricated foundation post of communication tower adopts following technical scheme:
the utility model provides a prefabricated foundation post of communication tower, includes base, steel reinforcement frame, spiral muscle, the steel reinforcement frame sets up along base week side, the vertical setting of steel reinforcement frame, the spiral muscle sets up on the steel reinforcement frame, still includes locking structure, locking structure includes bracing piece, baffle, connecting rod, retaining member, the bracing piece sets up on the steel reinforcement frame, connecting rod one end and steel reinforcement frame sliding connection, the one end fixed connection of the connecting rod other end and baffle, the other end of baffle is towards the bracing piece, the baffle other end has been seted up and has been dodged the groove, the bracing piece can stretch into and dodge in the groove, the retaining member is used for the position of locking connection pole.
Through adopting above-mentioned technical scheme, place the spiral muscle on the bracing piece, sliding connection pole stretches into the bracing piece and dodges in the groove, uses the baffle to block the spiral muscle, uses retaining member locking connection pole, reduces the gliding possibility of connecting rod, and the baffle of being convenient for blocks the position of spiral muscle, and the convenience is fixed the spiral muscle on main muscle.
Optionally, the retaining member sets up to locking bolt, the sliding hole has been seted up on the steel reinforcement frame, the connecting rod is worn to establish in the sliding hole, the one end that the baffle was kept away from to the connecting rod is located the one side that the bracing piece was kept away from to the steel reinforcement frame, the one end and the locking bolt threaded connection of baffle are kept away from to the connecting rod.
Through adopting above-mentioned technical scheme, the connecting rod slides to corresponding position back in the slide hole, uses locking bolt locking connecting rod, reduces the gliding possibility of connecting rod, the position of the fixed stop of being convenient for to the position of the fixed spiral muscle of convenient to use baffle.
Optionally, the locking structure further comprises a positioning rod and a positioning piece, the positioning rod is arranged on the reinforcing steel bar frame in a penetrating mode, the positioning rod is connected with the reinforcing steel bar frame in a sliding mode, one end, far away from the reinforcing steel bar frame, of the positioning rod can penetrate through the baffle, and the positioning piece is used for fixing the position of the positioning rod.
Through adopting above-mentioned technical scheme, remove the baffle to corresponding position after, the locating lever slides, makes the locating lever pass the baffle, uses setting element fixed positioning board, and further fixed baffle reduces the gliding possibility of baffle.
Optionally, the positioning element is a positioning bolt, and the positioning bolt is in threaded connection with one end of the positioning rod penetrating through the baffle.
Through adopting above-mentioned technical scheme, rotate positioning bolt, locking locating lever reduces the gliding possibility of locating lever.
Optionally, still include the articulated slab, the articulated slab sets up in the one end of baffle towards the bracing piece, articulated slab one end is articulated with one side of baffle, the articulated slab other end can be dismantled with the opposite side of baffle and be connected, the both ends of articulated slab are located the both ends of dodging the groove respectively.
Through adopting above-mentioned technical scheme, after removing suitable position with the baffle, rotate the articulated slab, make the other end and the baffle of articulated slab be connected, further consolidate, reduce the gliding possibility of baffle, be convenient for place the spiral muscle on the bracing piece.
Optionally, one end of the hinged plate, which is far away from the hinge shaft, is provided with a positioning bolt, and one end of the positioning bolt, which penetrates through the hinged plate, is in threaded connection with the baffle plate.
Through adopting above-mentioned technical scheme, the positioning bolt of screwing is convenient for connect the articulated slab on the baffle, thereby reduces the baffle and removes and lead to the possibility that can't block the spiral muscle.
Optionally, a placing groove is formed in the supporting rod, and the spiral rib can be placed in the placing groove.
Through adopting above-mentioned technical scheme, place the spiral muscle in the standing groove, reduce the gliding possibility of spiral muscle on the bracing piece, be convenient for fix the spiral muscle.
Optionally, two sides of the placing groove are provided with placing plates.
Through adopting above-mentioned technical scheme, place the spacing spiral muscle of board, reduce the possibility that spiral muscle removed.
In summary, the present application includes at least one of the following beneficial technical effects:
1. according to the spiral rib fixing device, the supporting rod, the baffle, the connecting rod and the locking piece are arranged, the spiral rib is placed on the supporting rod, the connecting rod is slid, the supporting rod extends into the avoiding groove, the spiral rib is blocked by the baffle, the connecting rod is locked by the locking piece, the possibility of sliding of the connecting rod is reduced, the position of the spiral rib is conveniently blocked by the baffle, and the spiral rib is conveniently fixed on the main rib;
2. according to the positioning device, the positioning rod and the positioning piece are arranged, the positioning rod is slid after the baffle is moved to the corresponding position, the positioning rod penetrates through the baffle, the positioning piece is used for fixing the positioning plate, the baffle is further fixed, and the possibility of sliding of the baffle is reduced;
3. this application is through setting up the articulated slab, and after removing suitable position with the baffle, rotate the articulated slab, make the other end and the baffle of articulated slab be connected, further consolidate, reduce the gliding possibility of baffle, be convenient for place the spiral muscle on the bracing piece.
Drawings
Fig. 1 is a schematic structural diagram of a prefabricated foundation column of a communication tower according to an embodiment of the present application.
Fig. 2 is an enlarged schematic view of a portion a in fig. 1.
Fig. 3 is an enlarged schematic view of a portion B in fig. 1.
Reference numerals: 1. a base; 2. a reinforcing steel bar frame; 3. a spiral rib; 4. a locking structure; 41. a support bar; 42. a baffle plate; 43. a connecting rod; 44. a locking member; 45. positioning a rod; 46. a positioning member; 5. an avoidance groove; 6. a slide hole; 7. a hinge plate; 8. a placement groove; 9. placing the plate.
Detailed Description
The present application is described in further detail below with reference to figures 1-3.
The embodiment of the application discloses communication tower prefabricated foundation column. Referring to fig. 1 and 2, a prefabricated foundation column of a communication tower comprises a base 1, a reinforcing steel frame 2 and spiral bars 3, wherein the reinforcing steel frame 2 is arranged around the base 1, the reinforcing steel frame 2 is vertically arranged, in the embodiment, the base 1 is arranged as a cement seat, the reinforcing steel frame 2 is adhered to the base 1, six reinforcing steel frames 2 are arranged, the reinforcing steel frame 2 is arranged as a square bar, the spiral bars 3 are arranged on the reinforcing steel frame 2, the prefabricated foundation column of the communication tower further comprises a locking structure 4, the locking structure 4 comprises a support bar 41, a baffle plate 42, a connecting bar 43 and a locking member 44, the support bar 41 is arranged as a round bar, the support bar 41 is arranged on the reinforcing steel frame 2, one end of the connecting bar 43 is slidably connected with the reinforcing steel frame 2, the other end of the connecting bar 43 is welded with one end of the baffle plate 42, the other end of the baffle plate 42 faces the support bar 41, the other end of the baffle plate 42 is provided with an avoiding groove 5, in the embodiment, the avoiding groove 5 is arranged as a semicircle, the support bar 41 can be inserted into the escape groove 5 and the locking member 44 is used to lock the position of the connecting bar 43. Place spiral muscle 3 on bracing piece 41, sliding connection pole 43 stretches into bracing piece 41 and dodges in the groove 5, uses baffle 42 to block spiral muscle 3, uses retaining member 44 locking connection pole 43, reduces the gliding possibility of connecting rod 43, and the baffle 42 of being convenient for blocks the position of spiral muscle 3, conveniently fixes spiral muscle 3 on steel reinforcement frame 2.
Referring to fig. 2 and 3, the locking member 44 is configured as a locking bolt, the steel bar frame 2 is provided with a sliding hole 6, the connecting rod 43 is inserted into the sliding hole 6, one end of the connecting rod 43 away from the baffle plate 42 is located on one side of the steel bar frame 2 away from the supporting rod 41, and one end of the connecting rod 43 away from the baffle plate 42 is in threaded connection with the locking bolt. After the connecting rod 43 slides to the corresponding position in the sliding hole 6, the connecting rod 43 is locked by using a locking bolt, so that the possibility of sliding the connecting rod 43 is reduced, the position of the baffle plate 42 is convenient to fix, and the position of the spiral rib 3 is convenient to fix by using the baffle plate 42.
Referring to fig. 2 and 3, the locking structure 4 further includes a positioning rod 45 and a positioning member 46, the positioning rod 45 is inserted into the steel bar frame 2, the positioning rod 45 is slidably connected to the steel bar frame 2, one end of the positioning rod 45 away from the steel bar frame 2 can pass through the baffle plate 42, and the positioning member 46 is used for fixing the position of the positioning rod 45. After the baffle plate 42 is moved to the corresponding position, the positioning rod 45 is slid to enable the positioning rod 45 to penetrate through the baffle plate 42, the positioning plate is fixed by using the positioning piece 46, the baffle plate 42 is further fixed, and the possibility of sliding of the baffle plate 42 is reduced.
Referring to fig. 2 and 3, the positioning member 46 is a positioning bolt, and the positioning bolt is in threaded connection with one end of the positioning rod 45 penetrating through the baffle 42. The positioning bolt is rotated to lock the positioning rod 45, so that the possibility of sliding of the positioning rod 45 is reduced.
Referring to fig. 2 and 3, the hinge plate 7 is further included, the hinge plate 7 is arranged at one end, facing the support rod 41, of the baffle plate 42, one end of the hinge plate 7 is hinged to one side of the baffle plate 42 through a hinge shaft, the other end of the hinge plate 7 is detachably connected to the other side of the baffle plate 42 through a positioning bolt, and two ends of the hinge plate 7 are located at two ends of the avoidance groove 5 respectively. After the baffle plate 42 is moved to a proper position, the hinge plate 7 is rotated, so that the other end of the hinge plate 7 is connected with the baffle plate 42, the reinforcement is further realized, the possibility of sliding of the baffle plate 42 is reduced, and the spiral rib 3 is conveniently placed on the supporting rod 41. The positioning bolt penetrates through one end of the hinged plate 7 and is in threaded connection with the baffle plate 42. The positioning bolt is screwed, so that the hinge plate 7 is conveniently connected to the baffle plate 42, and the possibility that the baffle plate 42 moves to cause the spiral rib 3 not to be blocked is reduced.
Referring to fig. 2 and 3, the support rod 41 is provided with a placement groove 8, in this embodiment, the placement groove 8 is a semicircular groove, and the spiral rib 3 can be placed in the placement groove 8. Placing spiral muscle 3 in standing groove 8 reduces the gliding possibility of spiral muscle 3 on bracing piece 41, is convenient for fix spiral muscle 3.
Referring to fig. 2 and 3, placing plates 9 are welded to both sides of the placing groove 8. Place the spacing spiral muscle 3 of board 9, reduce the possibility that spiral muscle 3 removed.
The implementation principle of the communication tower prefabricated foundation column is as follows: place spiral muscle 3 on bracing piece 41, sliding connection pole 43 stretches into bracing piece 41 and keeps away and puts groove 8 in groove 5, places board 9 and uses baffle 42 to block spiral muscle 3, uses locking bolt locking connection pole 43, reduces the gliding possibility of connecting rod 43, and the baffle 42 of being convenient for blocks the position of spiral muscle 3, conveniently fixes spiral muscle 3 on steel reinforcement frame 2, and articulated slab 7 reduces the gliding possibility of baffle 42.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides a prefabricated foundation post of communication tower, includes base (1), steel reinforcement frame (2), spiral muscle (3), steel reinforcement frame (2) set up along base (1) week side, steel reinforcement frame (2) and base (1) fixed connection, the vertical setting of steel reinforcement frame (2), spiral muscle (3) set up on steel reinforcement frame (2), its characterized in that: still include locking structure (4), locking structure (4) are including bracing piece (41), baffle (42), connecting rod (43), retaining member (44), bracing piece (41) set up on steel reinforcement frame (2), connecting rod (43) one end and steel reinforcement frame (2) sliding connection, the one end fixed connection of the connecting rod (43) other end and baffle (42), the other end of baffle (42) is towards bracing piece (41), baffle (42) other end has been seted up and has been dodged groove (5), bracing piece (41) can stretch into and dodge in groove (5), retaining member (44) are used for locking the position of connecting rod (43).
2. A prefabricated foundation column of a communication tower as claimed in claim 1, wherein: retaining member (44) set up to locking bolt, slip hole (6) have been seted up on steel reinforcement frame (2), connecting rod (43) are worn to establish in slip hole (6), the one end that baffle (42) were kept away from in connecting rod (43) is located steel reinforcement frame (2) and keeps away from the one side of bracing piece (41), the one end and the locking bolt threaded connection of baffle (42) are kept away from in connecting rod (43).
3. A prefabricated foundation column of a communication tower as claimed in claim 1, wherein: locking structure (4) still include locating lever (45), setting element (46), locating lever (45) are worn to establish on steel reinforcement frame (2), locating lever (45) and steel reinforcement frame (2) sliding connection, baffle (42) can be passed to the one end that steel reinforcement frame (2) were kept away from in locating lever (45), setting element (46) are used for the position of fixed locating lever (45).
4. A prefabricated foundation column of a communication tower as claimed in claim 3, wherein: the positioning piece (46) is set to be a positioning bolt, and the positioning bolt is in threaded connection with one end, penetrating through the baffle (42), of the positioning rod (45).
5. A prefabricated foundation column of a communication tower as claimed in claim 1, wherein: still include articulated slab (7), articulated slab (7) set up the one end towards bracing piece (41) at baffle (42), articulated slab (7) one end is articulated with one side of baffle (42), the connection can be dismantled with the opposite side of baffle (42) to the articulated slab (7) other end, the both ends of articulated slab (7) are located the both ends of dodging groove (5) respectively.
6. A prefabricated foundation column of a communication tower as claimed in claim 5, wherein: and one end of the hinged plate (7) far away from the hinged shaft is provided with a positioning bolt, and one end of the positioning bolt penetrating through the hinged plate (7) is in threaded connection with the baffle (42).
7. A prefabricated foundation column of a communication tower as claimed in claim 1, wherein: the supporting rod (41) is provided with a placing groove (8), and the spiral rib (3) can be placed in the placing groove (8).
8. A prefabricated foundation column of a communication tower as claimed in claim 7, wherein: placing plates (9) are arranged on two sides of the placing groove (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120187061.9U CN214784133U (en) | 2021-01-22 | 2021-01-22 | Prefabricated foundation column of communication tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120187061.9U CN214784133U (en) | 2021-01-22 | 2021-01-22 | Prefabricated foundation column of communication tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214784133U true CN214784133U (en) | 2021-11-19 |
Family
ID=78749148
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120187061.9U Expired - Fee Related CN214784133U (en) | 2021-01-22 | 2021-01-22 | Prefabricated foundation column of communication tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214784133U (en) |
-
2021
- 2021-01-22 CN CN202120187061.9U patent/CN214784133U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20211119 |
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| CF01 | Termination of patent right due to non-payment of annual fee |