CN111764731B - Tower installation and reinforcement construction method based on 5G communication line - Google Patents
Tower installation and reinforcement construction method based on 5G communication line Download PDFInfo
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- CN111764731B CN111764731B CN202010660618.6A CN202010660618A CN111764731B CN 111764731 B CN111764731 B CN 111764731B CN 202010660618 A CN202010660618 A CN 202010660618A CN 111764731 B CN111764731 B CN 111764731B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/34—Arrangements for erecting or lowering towers, masts, poles, chimney stacks, or the like
- E04H12/347—Arrangements for setting poles in the ground
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Abstract
The invention relates to a construction method for installing and reinforcing a tower based on a 5G communication line, which adopts a communication tower installing and reinforcing device, wherein the communication tower installing and reinforcing device comprises a supporting frame, a sliding block, a reinforcing support plate, a jolt ramming mechanism, a pushing plate and a conducting rod; the installation and reinforcement construction method for the communication line tower by adopting the communication tower installation and reinforcement device comprises the following steps: s1, positioning a tower; s2, positioning a support frame; s3, pouring concrete; s4, spreading and jolting the concrete S5, and leveling the concrete. The invention can solve the problems existing in the prior tower during the concrete reinforcing construction: the concrete in the foundation ditch adopts artifical tap to increase artifical intensity of labour, and the manual work can't be comprehensive carries out the tap in different position to the concrete, causes the closely knit degree of concrete low, needs the manual work to spread out the concrete even scheduling problem when the concrete is pour.
Description
Technical Field
The invention relates to the field of communication construction, in particular to a tower installation and reinforcement construction method based on a 5G communication line.
Background
The 5G communication line tower is a cylindrical rod body for erecting the 5G communication line, the 5G communication line tower can be used for erecting the communication lines such as optical cables, coaxial cables and twisted-pair cables, and the tower erection height can be different according to the difference between the erection environment of the tower and the type of the communication lines.
The erection of communication line shaft tower need bury it deeply underground, still need carry out the pouring of concrete in its foundation ditch buried underground to the shaft tower that erects highly higher to increase the stability of shaft tower, the reinforcing bar rack can be buried underground in the bottom of foundation ditch usually when the mode that the shaft tower adopted concrete placement was pour, so that increase the reinforcement intensity of shaft tower, concrete in the foundation ditch need adopt artificial mode to carry out the compaction processing with the concrete when pouring, the problem that exists when having now to carry out concrete reinforcement to the shaft tower is as follows:
the concrete in the foundation ditch adopts artifical tap to increase artifical intensity of labour, and the manual work can't be comprehensive carries out the tap in different position to the concrete, causes the closely knit degree of concrete low, and it is even that need artifically spread the concrete when the concrete is pour.
Disclosure of Invention
In order to solve the problems, the invention provides a communication line tower installation and reinforcement construction method based on 5G, which adopts a communication tower installation and reinforcement device, the communication tower installation and reinforcement device comprises a support frame, a sliding block, a reinforcement support plate, a jolt ramming mechanism, a pushing plate and a conducting rod, the support frame is of an annular structure, an annular groove is arranged on the upper side surface of the middle part of the support frame, an annular sliding groove is arranged in the middle part of the outer side wall of the annular groove, the cross section of the annular sliding groove is semicircular, the left end and the right end of the inner side wall of the annular groove are respectively provided with an arc-shaped groove, the front end and the rear end of the annular groove are respectively distributed with the sliding block of the arc-shaped structure, the sliding block is connected with the annular groove in a sliding fit manner, the, the invention can carry out comprehensive compaction and flattening on concrete when the communication line tower carries out concrete pouring and reinforcement, and increases the reinforcement effect of the invention on the tower, firstly, the support frame is locked at the outer side of a tower foundation pit, so that the central position of the support frame corresponds to the axial lead of the tower, then, a concrete pouring pipe is placed at the left side of the support frame for concrete pouring, after the concrete is poured to a certain height, the push plate is manually pushed leftwards and rightwards, the push plate can synchronously push the sliding block to slide leftwards and rightwards along the annular groove under the action of the conducting rod, and the sliding block drives the compaction mechanisms on the reinforcement support plates to synchronously move, thereby the compaction mechanism can be with the concrete in the foundation ditch shakeout and the compaction processing.
The compaction mechanism comprises a compaction supporting block, a compaction spring, a compaction sliding column, a vibrating rod, a scraping plate, a positioning support, a positioning elastic column and a positioning insertion block, wherein a square chute is formed in the middle of the reinforcing support plate, the compaction supporting block is connected into the square chute in a sliding fit mode, the outer side surface of the compaction supporting block is installed on the outer side wall of the square chute through the compaction spring, the compaction sliding column penetrates through the compaction supporting block and is vertically arranged, and jacks are formed in the outer side surface of the compaction sliding column at equal intervals along the vertical direction of the compaction sliding column;
vibrating spears are evenly arranged in the front and at the back of the middle part of the lower side surface of the tap-off sliding column, scraping plates are arranged on the left and right sides of the vibrating spears and are arranged on the bottom of the tap-off sliding column, a positioning bracket with an L-shaped structure is arranged on the outer side surface of the upper end of the tap-off supporting block, the upper end of the positioning bracket is connected with the middle part of the positioning elastic column in a sliding fit manner, a positioning insertion block is arranged on the inner side surface of the positioning elastic column, the positioning insertion block is inserted into an insertion hole arranged on the tap-off sliding column, the compaction mechanism can compact and flatten the concrete in the foundation pit, prevent the concrete in the foundation pit from being unevenly distributed, the positioning insert is moved out of the jack on the tap sliding column by pulling the positioning elastic column outwards, so that the tap sliding column can be adjusted in height, so that the invention can adjust the height, thereby enabling the invention to perform the flattening and the compaction treatment on the concrete with different heights.
The installation and reinforcement construction method for the communication line tower by adopting the communication tower installation and reinforcement device comprises the following steps:
s1, positioning a tower: firstly, digging a foundation pit according to the size of a tower, then hoisting the tower into the foundation pit through a crane, prepositioning the position of the tower through a pull rope so that the tower is in a vertical state, and then placing a reinforcing steel bar net rack of the tower outside the lower end of the tower;
s2, positioning a support frame: placing the support frame on the outer side of the tower, and locking the position of the support frame to enable the axial lead of the tower to correspond to the central position of the support frame;
s3, pouring concrete: placing a concrete pouring pipe at the left end of the support frame, and pouring concrete into the foundation pit through the concrete pouring pipe;
s4, concrete spreading and jolting: after the concrete covers the steel bar net rack of the tower, the pushing plate is manually moved left and right, the pushing plate can drive the sliding block to slide along the annular groove under the action of the conducting rod, and the compaction mechanism on the inner side of the sliding block can comprehensively flatten and compact the concrete, so that the stability of the tower during concrete pouring is improved;
s5, leveling concrete: when the concrete increases gradually in the foundation ditch, artifical outside pulling location bullet post to upwards pulling plain bumper post, make the vibrating spear obtain adjusting with the height of scraping the flat board, thereby the plain bumper mechanism can carry out the compaction and shakeout processing to the concrete of co-altitude not, pours the completion back as the foundation ditch, takes out the support frame from the shaft tower outside.
As a preferred technical scheme of the invention, the support frame is formed by splicing two support connecting frames, the support connecting frames are of a semi-ring structure, the support connecting frames are symmetrically arranged in front and back, the left end and the right end of the inner side surface of each support connecting frame are respectively provided with one locking connecting plate, two adjacent locking connecting plates are locked and connected through bolts, and the support connecting frames on the support frame can be assembled and disassembled, so that the support frame can be conveniently placed and taken out.
As a preferred technical scheme of the invention, the left side of the pushing plate is connected with a bidirectional telescopic rod, the bidirectional telescopic rod is a bidirectional multistage retraction type telescopic rod, the outer end of the bidirectional telescopic rod is mounted on the inner side surface of the right end of the conducting rod through a hinge, a gripping column is arranged on the top of the pushing plate, the pushing plate can be pushed left and right through manually gripping the gripping column, when the sliding block moves to the left end and the right end of the support frame and the conducting rod is in a parallel state, the retraction type bidirectional telescopic rod can be retracted to drive the sliding block to move towards the inner side of the support frame, and the sliding block is prevented from moving to the inner end of the support frame, so that the compaction mechanism cannot perform comprehensive compaction treatment on concrete.
In a preferred embodiment of the present invention, the height of the leveling plate is smaller than the height of the vibrating rod, and the length of the leveling plate is greater than the length of the vibrating rod.
As a preferred technical scheme of the invention, the lower end of the scraping plate is of a pointed structure, the outer end of the scraping plate abuts against the side wall of the foundation pit, the outer end of the scraping plate is of an elastic telescopic structure, the pointed structure of the scraping plate can increase the flattening effect of the scraping plate on concrete, and the outer end of the scraping plate abuts against the side wall of the foundation pit and can completely flatten the concrete.
As a preferred technical scheme of the invention, the middle part of the outer side surface of each support connecting frame is provided with a convex block, the convex blocks are in a semicircular structure, and the convex blocks are arranged at equal intervals along the arc-shaped structure of the support connecting frame.
As a preferred technical scheme of the invention, the lateral surface of the vibrating support block is connected with the lower end of the linkage support, the upper end of the linkage support is connected with a vibrating frame with an L-shaped structure, the bottom of the vibrating frame is provided with a vibrating body, the vibrating body is in a semicircular structure, the height of the vibrating body corresponds to the height of the convex block, when the sliding block drives the vibrating mechanism to slide left and right, the vibrating body at the lower end of the vibrating frame can move synchronously, and when the vibrating body contacts with the convex block, the vibrating support block can be driven to move outwards, so that the vibrating support block can vibrate and compact concrete at different positions, when the vibrating body is separated from the convex block, the vibrating support block can return to an initial position under the action of a vibrating spring, and when the vibrating support block moves inwards and outwards, the scraping plate can be matched and stretched.
As a preferred technical scheme of the invention, sliding balls are uniformly arranged on the outer side surface of the middle part of the sliding block along the arc-shaped structure of the sliding block, the sliding balls are connected with the annular sliding groove, and the sliding balls are matched with the annular sliding groove to increase the moving smoothness of the sliding block.
The invention has the beneficial effects that:
the method can comprehensively flatten and tap the concrete when the communication line tower carries out concrete pouring, so that the reinforcing effect of the tower is improved;
two adjacent locking connecting plates are in locking connection through bolts, so that the support connecting frame on the support frame can be quickly assembled and disassembled, and the support frame is convenient to place and take out;
the compaction mechanism can be used for compacting and flattening the concrete in the foundation pit, so that the concrete in the foundation pit is prevented from being unevenly distributed, and the positioning elastic columns are pulled outwards to enable the positioning insertion blocks to move out of the insertion holes in the compaction sliding columns, so that the compaction sliding columns can be adjusted in height, and the compaction mechanism can be used for adjusting the height, so that the compaction mechanism can be used for flattening and compacting the concrete with different heights;
and fourthly, when the trembler body contacts with the convex block, the trembler body can drive the compaction support block to move outwards, so that the trembler can carry out compaction treatment on concrete at different positions, and when the trembler body is separated from the convex block, the compaction support block can return to the initial position under the action of the compaction spring.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a process flow diagram of the present invention;
FIG. 2 is a schematic view of a first configuration of the present invention;
FIG. 3 is a second schematic structural view of the present invention;
FIG. 4 is a schematic structural view of the support frame, the sliding block, the reinforcing support plate and the tapping mechanism of the present invention;
FIG. 5 is a cross-sectional view of the reinforcing plate of the present invention shown in position with the tapping mechanism;
fig. 6 is a schematic structural diagram of the invention after being placed on a foundation pit of a tower.
Detailed Description
The embodiments of the invention will be described in detail below with reference to the drawings, but the invention can be implemented in many different ways as defined and covered by the claims.
As shown in fig. 1 to 6, a communication line tower installation and reinforcement construction method based on 5G communication adopts a communication tower installation and reinforcement device, the communication tower installation and reinforcement device comprises a support frame 1, a sliding block 2, a reinforcement support plate 3, a jolt ramming mechanism 4, a push plate 5 and a conduction rod 6, the support frame 1 is of an annular structure, an annular groove 11 is arranged on the upper side surface of the middle part of the support frame 1, an annular chute 12 is arranged in the middle part of the outer side wall of the annular groove 11, the cross section of the annular chute 12 is semicircular, the left end and the right end of the inner side wall of the annular groove 11 are respectively provided with an arc-shaped groove 13, the sliding block 2 of an arc-shaped structure is uniformly distributed at the front end and the rear end of the annular groove 11, the sliding block 2 is connected with the annular groove 11 in a sliding fit manner, the reinforcing support plates 3 penetrate through the arc-shaped grooves 13, each reinforcing support plate 3 is provided with a compaction mechanism 4, the pushing plate 5 is positioned above the left side of the support frame 1, the front end and the rear end of the left side surface of the pushing plate 5 are connected with the right end of one conducting rod 6 through hinges, the bottom of the left end of the conducting rod 6 is arranged on the top of the sliding block 2 through a rotating shaft, the concrete can be fully compacted and flattened during the concrete pouring and reinforcing of the communication line tower, the reinforcing effect of the invention on the tower is improved, firstly, the support frame 1 is arranged on the outer side of a tower foundation pit, the central position of the support frame 1 corresponds to the axial lead of the tower, the lower end of the support frame 1 can be provided with contact pins or a locking inserting plate is connected to the outer side of the support frame 1 to lock the position of the support frame 1, and then, a concrete pouring pipe is, after concrete is poured to a certain height, the pushing plates 5 are manually pushed left and right, the pushing plates 5 can synchronously push the sliding blocks 2 to slide left and right along the annular grooves 11 under the action of the conducting rods 6, the sliding blocks 2 drive the compaction mechanisms 4 on the reinforcing support plates 3 to synchronously move, and therefore the compaction mechanisms 4 can flatten and compact the concrete in the foundation pit.
The support frame 1 be formed by two support link 14 concatenations, support link 14 is semi-ring type structure, support link 14 front and back symmetrical arrangement, both ends all are provided with a locking even board 15 about every medial surface that supports link 14, two adjacent locking even boards 15 lock through the bolt and connect, support link 14 on the support frame 1 can load and unload, the laying and taking out of support frame 1 of being convenient for.
The tap mechanism 4 comprises a tap support block 41, a tap spring 42, a tap sliding column 43, a vibrating rod 44, a scraping plate 45, a positioning support 46, a positioning elastic column 47 and a positioning insertion block 48, the middle part of the reinforcing support plate 3 is provided with a square chute 31, the tap support block 41 is connected in the square chute 31 in a sliding fit mode, the outer side surface of the tap support block 41 is installed on the outer side wall of the square chute 31 through the tap spring 42, the tap sliding column 43 penetrates through the tap support block 41, the tap sliding column 43 is vertically arranged, and the outer side surface of the tap sliding column 43 is provided with insertion holes at equal intervals along the vertical direction;
the vibrating rods 44 are uniformly arranged in front and back of the middle part of the lower side surface of the tap sliding column 43, the left side and the right side of each vibrating rod 44 are respectively provided with a scraping plate 45, each scraping plate 45 is arranged on the bottom of the tap sliding column 43, the outer side surface of the upper end of each tap supporting block 41 is provided with a positioning support 46 with an L-shaped structure, the upper end of each positioning support 46 is connected with the middle part of a positioning elastic column 47 in a sliding fit mode, the inner side surface of each positioning elastic column 47 is provided with a positioning insertion block 48, and each positioning insertion block 48 is inserted into an insertion hole formed in the tap sliding column 43. in the concrete tap machine, the tap mechanism 4 can tap and flatten concrete in a foundation pit to prevent the concrete in the foundation pit from being unevenly distributed, and the tap sliding column 43 can be moved out from the insertion holes in the tap sliding column 43 by pulling the positioning elastic columns 47 outwards to adjust the height of the tap sliding column 43, so that the tap sliding column can be, therefore, the invention can perform the flattening and compaction treatment on the concrete with different heights.
The middle of the outer side surface of each support connecting frame 14 is provided with a convex block 16, the convex blocks 16 are of a semicircular structure, and the convex blocks 16 are arranged at equal intervals along the arc-shaped structure of the support connecting frame 14.
The side surface of the vibrating support block 41 is connected with the lower end of the linkage support 17, the upper end of the linkage support 17 is connected with the vibrating frame 18 with an L-shaped structure, the bottom of the vibrating frame 18 is provided with the vibrating body 19, the vibrating body 19 is in a semicircular structure, the height of the vibrating body 19 corresponds to the height of the convex block 16, when the sliding block 2 drives the vibrating mechanism 4 to slide left and right, the vibrating body 19 at the lower end of the vibrating frame 18 can move synchronously, and when the vibrating body 19 is in contact with the convex block 16, the vibrating support block 41 can be driven to move outwards, so that the vibrating mechanism can vibrate concrete at different positions, when the vibrating body 19 is separated from the convex block 16, the vibrating support block 41 can return to the initial position under the action of the vibrating spring 42, and when the vibrating support block 41 moves inwards and outwards, the scraping plate 45 can be matched and stretched.
The installation and reinforcement construction method for the communication line tower by adopting the communication tower installation and reinforcement device comprises the following steps:
s1, positioning a tower: firstly, digging a foundation pit according to the size of a tower, then hoisting the tower into the foundation pit through a crane, prepositioning the position of the tower through a pull rope so that the tower is in a vertical state, and then placing a reinforcing steel bar net rack of the tower outside the lower end of the tower;
s2, positioning the support frame 1: placing the support frame 1 on the outer side of a tower, and locking the position of the support frame 1 to ensure that the axial lead of the tower corresponds to the central position of the support frame 1;
s3, pouring concrete: placing a concrete pouring pipe at the left end of the support frame 1, and pouring concrete into the foundation pit through the concrete pouring pipe;
s4, concrete spreading and jolting: after the concrete covers the steel bar net rack of the tower, the pushing plate 5 is manually moved left and right, the pushing plate 5 can drive the sliding block 2 to slide along the annular groove 11 under the action of the conducting rod 6, the compaction mechanism 4 on the inner side of the sliding block 2 can comprehensively flatten and compact the concrete, so that the stability of the tower during concrete pouring is improved, and the compaction support block 41 can be driven to move outwards when the shaking body 19 is in contact with the convex block 16, so that the invention can carry out compaction treatment on the concrete at different positions, when the shaking body 19 is separated from the convex block 16, the compaction support block 41 can return to the initial position under the action of the compaction spring 42, and the internal and external movement of the compaction support block 41 can increase the compaction of the concrete at different internal and external positions in the foundation pit;
s5, leveling concrete: when the concrete increases gradually in the foundation ditch, artifical outside pulling location bullet post 47 to upwards stimulate plain bumper 43, make vibrting spear 44 and strickle 45's height to obtain adjusting, thereby plain bumper 4 can carry out the tap and shakeout the processing to the concrete of co-altitude not, pours the back when the foundation ditch and accomplishes, takes out support frame 1 from the shaft tower outside.
The height of the scraping plate 45 is less than that of the vibrating rod 44, and the length of the scraping plate 45 is greater than that of the vibrating rod 44.
The lower extreme of scraping flat board 45 be sharp column structure, the outer end of scraping flat board 45 supports on the lateral wall of foundation ditch, the outer end of scraping flat board 45 is elastic telescopic structure, the sharp column structure of scraping flat board 45 can increase its shakeout effect to the concrete, scrape flat board 45 outer end and support and can carry out comprehensive shakeout to the concrete on the lateral wall of foundation ditch.
The middle outer side surface of the sliding block 2 is evenly provided with sliding balls 21 along the arc-shaped structure, the sliding balls 21 are connected with the annular sliding groove 12, and the sliding balls 21 are matched with the annular sliding groove 12 to increase the moving smoothness of the sliding block 2.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The utility model provides a construction method is consolidated in installation based on 5G communication line shaft tower, this construction method is consolidated in communication line shaft tower installation adopts following communication shaft tower installation reinforcing apparatus, and this communication shaft tower installation reinforcing apparatus includes support frame (1), sliding block (2), consolidates extension board (3), jolt ramming mechanism (4), push plate (5) and conduction pole (6), its characterized in that: the supporting frame (1) is of an annular structure, the upper side face of the middle part of the supporting frame (1) is provided with an annular groove (11), the middle part of the outer side wall of the annular groove (11) is provided with an annular sliding groove (12), the cross section of the annular sliding groove (12) is semicircular, the left end and the right end of the inner side wall of the annular groove (11) are respectively provided with an arc-shaped groove (13), the front end and the rear end of the annular groove (11) are respectively provided with a sliding block (2) with an arc-shaped structure, the sliding block (2) is connected with the annular groove (11) in a sliding fit manner, the inner side face of each sliding block (2) is provided with a reinforcing support plate (3), the reinforcing support plate (3) penetrates through the arc-shaped grooves (13), each reinforcing support plate (3) is respectively provided with a compaction mechanism (4), the pushing plate (5) is positioned above the left side of the supporting frame (1, the bottom of the left end of the conduction rod (6) is arranged on the top of the sliding block (2) through a rotating shaft; wherein:
the compaction mechanism (4) comprises a compaction support block (41), a compaction spring (42), a compaction sliding column (43), a vibrating rod (44), a scraping plate (45), a positioning support (46), a positioning elastic column (47) and a positioning insertion block (48), a square sliding groove (31) is formed in the middle of the reinforcing support plate (3), the compaction support block (41) is connected into the square sliding groove (31) in a sliding fit mode, the outer side surface of the compaction support block (41) is installed on the outer side wall of the square sliding groove (31) through the compaction spring (42), the compaction sliding column (43) penetrates through the compaction support block (41), the compaction sliding column (43) is vertically arranged, and insertion holes are formed in the outer side surface of the compaction sliding column (43) at equal intervals in the vertical direction;
vibrating rods (44) are uniformly arranged in the front and at the back of the middle of the lower side surface of the compaction sliding column (43), scraping plates (45) are arranged on the left and right sides of each vibrating rod (44), each scraping plate (45) is arranged on the bottom of the compaction sliding column (43), a positioning support (46) of an L-shaped structure is arranged on the outer side surface of the upper end of each compaction support block (41), the upper end of each positioning support (46) is connected with the middle of a positioning elastic column (47) in a sliding fit mode, and a positioning insertion block (48) is arranged on the inner side surface of each positioning elastic column (47);
the supporting frame (1) is formed by splicing two supporting connecting frames (14), the supporting connecting frames (14) are of a semi-ring structure, the supporting connecting frames (14) are symmetrically arranged in front and back, the left end and the right end of the inner side surface of each supporting connecting frame (14) are respectively provided with one locking connecting plate (15), and the two adjacent locking connecting plates (15) are locked and connected through bolts;
the middle part of the outer side surface of each support connecting frame (14) is provided with a convex block (16), each convex block (16) is of a semicircular structure, and the convex blocks (16) are arranged at equal intervals along the arc-shaped structure of the support connecting frame (14);
the side surface of the vibrating compaction support block (41) is connected with the lower end of the linkage support (17), the upper end of the linkage support (17) is connected with an L-shaped shaking frame (18), a shaking body (19) is installed on the bottom of the shaking frame (18), the shaking body (19) is of a semicircular structure, and the height of the shaking body (19) corresponds to that of the protruding block (16);
the installation and reinforcement construction method for the communication line tower by adopting the communication tower installation and reinforcement device comprises the following steps:
s1, positioning a tower: firstly, digging a foundation pit according to the size of a tower, then hoisting the tower into the foundation pit through a crane, prepositioning the position of the tower through a pull rope so that the tower is in a vertical state, and then placing a reinforcing steel bar net rack of the tower outside the lower end of the tower;
s2, positioning the support frame (1): placing the support frame (1) on the outer side of the tower, and locking the position of the support frame (1) to enable the axial lead of the tower to correspond to the central position of the support frame (1);
s3, pouring concrete: placing a concrete pouring pipe at the left end of the support frame (1), and pouring concrete into the foundation pit through the concrete pouring pipe;
s4, concrete spreading and jolting: after the concrete covers the steel bar net rack of the tower, the pushing plate (5) is manually moved left and right, the pushing plate (5) can drive the sliding block (2) to slide along the annular groove (11) under the action of the conducting rod (6), and the compaction mechanism (4) on the inner side of the sliding block (2) can comprehensively flatten and compact the concrete, so that the stability of the tower during concrete pouring is improved;
s5, leveling concrete: when the concrete increases gradually in the foundation ditch, artifical outside pulling location bullet post (47) to upwards pulling tap sliding column (43), make vibrting spear (44) and strickle the height of board (45) and obtain adjusting, thereby tap mechanism (4) can carry out tap and shakeout to the concrete of co-altitude not and handle, when the foundation ditch pour the completion after, take out support frame (1) from the shaft tower outside.
2. The tower installation and reinforcement construction method based on the 5G communication line according to claim 1, characterized in that: the left side of pushing plate (5) be connected with two-way telescopic link (51), the outer end of two-way telescopic link (51) is installed on the right-hand member medial surface of conduction pole (6) through the hinge, be provided with gripping post (52) on the top of pushing plate (5).
3. The tower installation and reinforcement construction method based on the 5G communication line according to claim 1, characterized in that: the height of the scraping plate (45) is smaller than that of the vibrating rod (44), and the length of the scraping plate (45) is larger than that of the vibrating rod (44).
4. The 5G communication line tower installation and reinforcement construction method based on the claim 3 is characterized in that: the lower end of the scraping plate (45) is of a pointed structure, and the outer end of the scraping plate (45) is of an elastic telescopic structure.
5. The tower installation and reinforcement construction method based on the 5G communication line according to claim 1, characterized in that: the outer side surface of the middle part of the sliding block (2) is evenly provided with sliding balls (21) along the arc-shaped structure, and the sliding balls (21) are connected with the annular sliding groove (12).
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| CN202010660618.6A CN111764731B (en) | 2020-07-10 | 2020-07-10 | Tower installation and reinforcement construction method based on 5G communication line |
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| CN202010660618.6A CN111764731B (en) | 2020-07-10 | 2020-07-10 | Tower installation and reinforcement construction method based on 5G communication line |
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|---|---|---|---|---|
| CN112832373B (en) * | 2021-01-07 | 2022-06-21 | 广东德力高装备有限公司 | Method for manufacturing steel structure connecting node structure |
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| CN111764731A (en) | 2020-10-13 |
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