CN212670330U - Pin-connected panel high-upsetting continuous beam construction bracket - Google Patents

Abstract

The utility model discloses a pin-connected panel high-heading continuous beam construction bracket, use in the technical field of bridge construction, it is big to have solved the current technical problem that falls to the ground support and set up the degree of difficulty, the efficiency of construction is low, this bracket includes the embedded muscle, encircle a plurality of support frames that pier circumference set up, install on the support frame and be used for installing the cushion cap of pouring the template, the lateral wall of pier is equipped with the resettlement groove along its circumference, the embedded muscle is the equipartition respectively and sets up at the outer wall of pier and resettlement groove and the tank bottom wall that the notch is relative with the resettlement groove, the cushion cap extends to the resettlement groove towards the end lateral wall of pier, the lateral wall of support frame and the end wall of cushion cap all are equipped with the mounting groove that is used for holding the embedded muscle; this construction bracket simple structure replaces the mode that the welding was built, makes things convenient for the dismouting, can not receive the influence of the topography condition and the relevant factors such as construction height of job site when building, and the efficiency of construction is high.

Description

Pin-connected panel high-upsetting continuous beam construction bracket

Technical Field

The utility model relates to a technical field of bridge construction, in particular to high continuous beam construction bracket of upsetting of pin-connected panel.

Background

With the high-speed development of domestic railway and highway traffic infrastructure construction, the design requirements of civil engineering projects are higher and higher, and in the cast-in-place construction process of the pier top of the No. 0 pier of a continuous beam bridge or a continuous rigid frame bridge, a temporary support system is generally required to be built for supporting, so that the cast-in-place is completed. According to different structural forms, terrain conditions, pier body height and other relevant factors of the 0# section of the bridge, the structural forms and the design modes of the temporary support systems are different, but all the temporary support systems are basically supported in a floor stand mode.

The existing temporary support body in the structural form of the floor support is a steel pipe upright post support system, the support system adopts a large steel pipe as a main bearing component and is installed on the construction ground, and then a transverse connecting rod piece and a longitudinal connecting rod piece are welded on the large steel pipe to form a support system, the support system is suitable for the construction height of the support below 20m, but because the large steel pipe is installed on the construction ground, a fixing hole for installing the large steel pipe needs to be drilled on the ground in advance, the influence of field conditions is received, the drilling of the fixing hole sometimes has great difficulty, and the disassembly is troublesome after the construction is finished.

However, the support system is only suitable for the construction height below 20m of the support height, and on the high-upset pier top construction site with the height above 20m, as the height of the upset top from the ground is too high, the difficulty in welding and building the temporary support system is high, the cost is high, and after the construction is completed, the disassembly and the assembly are difficult, and the construction efficiency is low.

SUMMERY OF THE UTILITY MODEL

The utility model aims at providing a high continuous beam construction bracket that upsets of pin-connected panel, its advantage: the mode of replacing the welding to build makes things convenient for the dismouting, can not receive the influence of relevant factors such as the topographic conditions and the construction height of job site during the building, and the efficiency of construction is high.

The above technical purpose of the present invention can be achieved by the following technical solutions:

the utility model provides a high continuous beam construction bracket of heading of pin-connected panel, includes pre-buried muscle, encircles a plurality of support frames that pier circumference set up, installs on the support frame and be used for the installation to pour the cushion cap of template, the lateral wall of pier is equipped with the resettlement groove along its circumference, pre-buried muscle sets up the outer wall at the pier and the tank bottom wall that the resettlement groove is relative rather than the notch respectively, the cushion cap extends to the resettlement inslot towards the end lateral wall of pier, the lateral wall of support frame and the end wall of cushion cap all are equipped with the mounting groove that is used for holding the pre-buried muscle, be equipped with the locking Assembly who is used for fixed pre-buried muscle in.

According to the technical scheme, during installation, the support frame is moved to a proper position by using the tower crane, so that a person can conveniently insert the end wall of the bearing platform into the installation groove, meanwhile, the embedded rib can be inserted into the installation groove, then the embedded rib is fixed in the installation groove by using the locking assembly, and further, the support frame and the bearing platform can be fixed on the side wall of the bridge pier; due to the arrangement of the arrangement groove, the bearing platform can be placed in the arrangement groove in advance, so that a person can fix the support frame on the side wall of the pier conveniently; the construction bracket that adopts above-mentioned structure to constitute, simple structure replaces the mode that the welding was built, makes things convenient for the dismouting, can not receive the influence of relevant factors such as the topographic condition and the construction height of job site when building, and the efficiency of construction is high.

The utility model discloses further set up to: the support frame includes the bracket bracing of two relative settings, the crossbeam of double-phase relative settings, connect respectively between two crossbeams interior longeron and outer longeron, the upright roof beam of longeron diapire including double-phase relative settings and the strengthening rib of setting on the bracket bracing, the higher one end of bracket bracing links to each other with the diapire of outer longeron, the lower one end of bracket bracing links to each other with the bottom of founding the roof beam, the one end that the bracket bracing was kept away from to the strengthening rib links to each other with the diapire of crossbeam, the top surface at crossbeam and interior, outer longeron is installed to the cushion cap, the mounting groove is equidistant to be arranged at the lateral wall that found.

Through the technical scheme, the support frame formed by combining the bracket inclined strut, the reinforcing rib, the cross beam, the inner longitudinal beam, the outer longitudinal beam and the vertical beam is small in size, convenient for personnel to disassemble and assemble, material-saving, high in structural strength, and capable of stably supporting the bearing platform and improving the construction efficiency.

The utility model discloses further set up to: all be equipped with cavity of resorption and the epicoele that is linked together with the mounting groove in the lateral wall of founding roof beam and cushion cap, the mounting groove is equipped with and takes the groove with pre-buried muscle matched with rather than the tank bottom wall that the notch is adjacent, locking Assembly is including the arc clamp plate that is located the mounting groove, the elevator that links to each other with the arc clamp plate and rotate the lead screw that sets up at the cavity of resorption, the lateral wall of interior longeron is equipped with the through-hole, the top of lead screw is passed the through-hole and is extended to the intracavity, the interior roof of epicoele is equipped with and supplies lead screw pivoted swivelling chute, the inner wall of upper and lower cavity all is equipped with the lift groove along its direction of height, the one end of elevator slides in the lift inslot, and is a plurality of the elevator all with lead screw threaded connection, the outer wall of founding.

Through the technical scheme, the rotating piece is used for driving the screw rod to rotate, the lifting groove plays a limiting and guiding role in moving the lifting block, so that the lifting block is driven to slide and lift in the lifting groove, when the lifting block moves downwards, the arc-shaped pressing plate is driven to move downwards, the embedded ribs can be fixed in the placing groove, the detachable connection of the vertical beam and the bridge heading body is realized, and the locking mode is simple in operation and convenient for quick disassembly and assembly of personnel; utilize horizontal locating part, can avoid the pre-buried muscle to put inslot lateral displacement taking, improved and fixed the stability of putting the inslot with pre-buried muscle, improved the stability of being connected between support frame and the pier lateral wall to the workman can be stably under construction.

The utility model discloses further set up to: the rotating part comprises a bevel gear set connected with the bottom end of the screw rod and a rotating shaft connected with the bevel gear set, the bevel gear set is rotatably connected with the inner bottom wall of the lower cavity, one end, far away from the bevel gear set, of the rotating shaft extends out of the side wall of the vertical beam and is connected with a handle, and the handle is fixed on the outer wall of the vertical beam through a first bolt.

Through the technical scheme, the rotating shaft is rotated through the handle to drive the bevel gear set to rotate, and then the screw rod rotates so as to press the arc-shaped pressing plate on the embedded ribs, and the rotating mode is simple to operate and improves the dismounting efficiency; the handle is fixed at the outer wall of the vertical beam through the first bolt, the positioning of the rotating shaft is realized, the rotation of the rotating shaft is avoided, the arc-shaped pressing plate is led to be away from the embedded rib, and the stability of fixing the embedded rib is improved.

The utility model discloses further set up to: the horizontal locating part comprises a plurality of locking rings rotatably arranged on the outer wall of the vertical beam and a screw rod in threaded connection with the inner annular wall of each locking ring, a plurality of slots communicated with the mounting groove are uniformly distributed in the outer wall of the vertical beam along the height direction of the outer wall of the vertical beam, one end, far away from the locking rings, of the screw rod extends into the slots and is connected with a limiting block, a limiting groove for the limiting block to insert is formed in the side wall of the pre-buried rib, a sliding block is arranged on the wall of each slot, and a sliding groove for the sliding block to slide.

Through the technical scheme, rotate the lock ring, because the inner ring wall threaded connection of screw rod and lock ring, and the spout plays spacing and guide effect to the removal of slider, and then drives the screw rod and slide at logical inslot, so that insert the spacing inslot with the stopper, and then can avoid the pre-buried muscle to take place the crossbeam displacement in putting the inslot, improved the stability that the pre-buried muscle is located to put the inslot, so that fix the support frame stably at the lateral wall of pier, improved the stability of work progress.

The utility model discloses further set up to: the side wall of the vertical beam is provided with a lifting plate in a sliding mode along the height direction of the vertical beam, the outer walls of the locking rings are provided with eccentric shafts, one ends, far away from the locking rings, of the eccentric shafts are rotatably connected with the side wall of the lifting plate, and the side wall of the lifting plate is fixed to the side wall of the bearing platform through second bolts.

Through above-mentioned technical scheme, the pulling lifter plate, and then drive a plurality of locking rings and rotate in step to insert the stopper in the spacing groove, fix the lifter plate at the lateral wall of bearing platform through the second bolt, can avoid the locking ring rotation, and then strengthened the embedded rib and be located the stability of taking the inslot, improved dismouting efficiency.

The utility model discloses further set up to: and a flange is arranged at one end of the screw rod, which is far away from the limiting block, and the distance between the flange and the side wall of the locking ring is smaller than the length of the eccentric shaft.

Through above-mentioned technical scheme, the length dimension of eccentric shaft is greater than the distance dimension between flange and the locking ring lateral wall, and then can avoid the screw rod to be located the intra-annular length overlength of locking, interferes the rotation of locking ring to can stably rotate the locking ring.

The utility model discloses further set up to: the groove wall of the placing groove and the lower surface of the arc-shaped pressing plate are both provided with rubber pads, and a plurality of grooves matched with the convex points on the outer wall of the embedded rib are uniformly distributed on the opposite side walls of the rubber pads.

Through above-mentioned technical scheme, the area of contact between rubber pad and the embedded bar lateral wall has been increased in the setting of recess, because the rubber pad has certain flexibility, can strengthen the compactness of laminating between embedded bar and arc clamp plate lateral wall, the groove wall of putting up, and then improved and fixed the stability of putting the inslot with embedded bar.

To sum up, the utility model discloses following beneficial effect has:

1. the arrangement of the placing groove can be used for placing the bearing platform in the placing groove in advance, and then the locking assembly is used for fixing the embedded ribs in the mounting grooves, so that personnel can fix the support frame on the side wall of the pier conveniently; the construction bracket formed by the structure has a simple structure, replaces a welding and building mode, is convenient for workers to disassemble and assemble, cannot be influenced by relevant factors such as topographic conditions, construction height and the like of a construction site during building, and has high construction efficiency;

2. the embedded ribs are inserted into the mounting grooves, the screw rod is driven to rotate by the rotating piece, the plurality of lifting blocks synchronously move downwards, and then the arc-shaped pressing plate moves downwards, so that the embedded ribs can be tightly abutted in the lapping grooves, the detachable connection of the vertical beam and the bridge heading body is realized, and the locking mode is simple in operation, convenient for quick disassembly and assembly of personnel and capable of improving the construction efficiency;

3. the lifting plate is pulled to drive the locking rings to synchronously rotate, so that the limiting blocks are inserted into the limiting grooves, transverse limiting of the embedded ribs is achieved, stability of the embedded ribs in the placing grooves is enhanced, and dismounting efficiency is improved.

Drawings

Fig. 1 is a schematic view of the overall structure of the present embodiment.

Fig. 2 is a schematic cross-sectional structural view for showing a positional relationship between the vertical beam and the embedded bar.

Fig. 3 is an enlarged schematic structural view for embodying the portion a in fig. 2.

Fig. 4 is an enlarged schematic structural view for embodying the portion B in fig. 2.

Fig. 5 is a partial sectional structural schematic diagram for embodying the connection relationship between the rotary member and the screw rod.

Fig. 6 is a longitudinal sectional structural view for embodying the present embodiment.

Fig. 7 is an enlarged schematic structural view for embodying the portion C in fig. 6.

Fig. 8 is an enlarged schematic view of a portion D in fig. 7.

Fig. 9 is an enlarged schematic structural view for embodying a portion E in fig. 8.

Reference numerals: 1. pre-embedding ribs; 2. a support frame; 21. a bracket diagonal brace; 22. a cross beam; 23. an inner stringer; 24. an outer stringer; 25. erecting a beam; 26. reinforcing ribs; 3. a support platform; 4. a placing groove; 5. mounting grooves; 6. a locking assembly; 61. an arc-shaped pressing plate; 62. a lifting block; 63. a screw rod; 64. an upper chamber; 65. a lower cavity; 66. placing a groove; 67. a through hole; 68. a rotating tank; 69. a lifting groove; 7. a rotating member; 71. a bevel gear set; 72. a rotating shaft; 73. a handle; 74. a first bolt; 8. a lateral limit piece; 81. locking a ring; 82. a screw; 83. a slider; 84. a slot; 85. a limiting block; 86. a chute; 87. a limiting groove; 9. a lifting plate; 10. an eccentric shaft; 11. a second bolt; 12. a rubber pad; 13. a groove; 14. a bridge pier; 15. a flange.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

Example (b):

the utility model provides a construction bracket for assembled high-heading continuous beam, refers to fig. 1, including pier 14, the lateral wall of pier 14 is equipped with a plurality of support frames 2 (in this embodiment, the preferred four of the quantity of support frame 2), and the bearing platform 3 is installed at the top of support frame 2, and bearing platform 3 is used for the installation to pour the template, and support frame 2 and bearing platform 3 combination form the bracket, are convenient for pour the continuous beam.

Referring to fig. 1 and 2, the support frame 2 includes two cross beams 22 that are arranged oppositely, an inner longitudinal beam 23 and an outer longitudinal beam 24 are respectively fixedly welded between the two cross beams 22, the inner longitudinal beam 23, the outer longitudinal beam 24 and the two cross beams 22 enclose to form a rectangular frame, the support platform 3 is installed on the upper surface of the rectangular frame, an upright beam 25 is oppositely arranged on the bottom wall of the inner longitudinal beam 23, a bracket diagonal brace 21 is oppositely arranged on the bottom wall of the outer longitudinal beam 24, the lower end of the bracket diagonal brace 21 is welded and fixed on the bottom side wall of the upright beam 25, a reinforcing rib 26 is arranged on the outer wall of the bracket diagonal brace 21 facing the pier 14, and one end of the reinforcing rib 26 far away from the bracket diagonal brace.

The support frame 2 formed by the structural combination has the advantages of simple structure, small volume and material saving, reduces the bearing force of the bracket inclined strut 21 on the cross beam 22 by arranging the reinforcing ribs 26, improves the stability of supporting the bearing platform 3, and further strengthens the structural strength of the support frame 2 so as to be capable of stably constructing.

Referring to fig. 2, for convenient construction, the upper portion lateral wall of pier 14 pier shaft is equipped with mounting groove 4 along its circumference, the tip lateral wall of cushion cap 3 extends to in the mounting groove 4, the cell wall of mounting groove 5, the cell wall of pier 14 is arranged in advance and is equipped with embedded muscle 1, embedded muscle 1 that is located on pier 14 is arranged along its direction of height equidistance, the end wall of cushion cap 3, the lateral wall of grudging post 25 all is equipped with mounting groove 5 that is used for holding embedded muscle 1, mounting groove 5 that is located on the grudging post 25 lateral wall is arranged along its direction of height equidistance, can with a plurality of embedded muscle 1 one-to-ones, be equipped with the locking Assembly 6 that is used for fixed embedded muscle 1 in the mounting groove 5.

During installation, the support frame 2 can be moved to a proper position by using a tower crane, so that a person can conveniently insert the end part of the bearing platform 3 into the placing groove 4 in advance, meanwhile, the embedded rib 1 can be inserted into the mounting groove 5, then, the embedded rib 1 can be fixed in the mounting groove 5 by using the locking assembly 6, and further, the vertical beam 25 can be fixed on the side wall of the pier 14, and the bearing platform 3 is fixed in the placing groove 4; the installation groove 5 is arranged to support the bearing platform 3, so that the support frame 2 is conveniently installed on the side wall of the pier 14; by adopting the structure, the installation is convenient, the welding and building mode is replaced, the influence of the topographic conditions, the construction height and other relevant factors of a construction site can not be caused when the building is carried out, and the construction efficiency is improved.

Referring to fig. 3 and 4, an upper cavity 64 and a lower cavity 65 which are communicated with the mounting groove 5 are respectively arranged in the side walls of the supporting platform 3 and the vertical beam 25, the lower cavity 65 is communicated with the mounting grooves 5 on the side wall of the vertical beam 25, a placing groove 66 is arranged on the groove bottom wall of the mounting groove 5 adjacent to the notch of the mounting groove, and the groove wall of the placing groove 66 is a cambered surface which is matched with the embedded rib 1, so that the contact area between the mounting groove 5 and the side wall of the embedded rib 1 is increased, and meanwhile, the position of the embedded rib 1, which is positioned in the mounting groove 5, is positioned.

The locking assembly 6 comprises an arc-shaped pressing plate 61 positioned in the mounting groove 5, lifting blocks 62 adjacent to the arc-shaped pressing plate 61 and a screw rod 63 rotatably arranged in a lower cavity 65, through holes 67 are formed in two ends of the side wall of the inner longitudinal beam 23, the top end of the screw rod 63 penetrates through the through holes 67 and extends into the upper cavity 64, a rotating groove 68 for rotating the screw rod 63 is formed in the inner top wall of the upper cavity 64, lifting grooves 69 are formed in the inner walls of the upper cavity 64 and the lower cavity 65 along the height direction of the inner walls, one end of each lifting block 62 slides in each lifting groove 69, the lifting blocks 62 are in threaded connection with the screw rod 63, and a rotating piece 7 for driving the screw rod 63 to rotate is arranged.

When the device is installed, the screw rod 63 is driven to rotate by the rotating piece 7, the lifting groove 69 plays a role in limiting and guiding the movement of the lifting block 62, so that the lifting block 62 is driven to slide and lift in the lifting groove 69, when the lifting block 62 moves downwards, the arc-shaped pressing plate 61 is driven to move downwards, the embedded rib 1 can be fixed in the placing groove 66, and the detachable connection of the vertical beam 25 and the bridge upsetting body is realized; this locking mode replaces the mode that the welding was built, easy operation makes things convenient for personnel quick assembly disassembly.

Referring to fig. 3 and 4, for strengthening the stability that pre-buried muscle 1 is located to take groove 66, the cell wall of taking groove 66, arc clamp plate 61's lower surface all is equipped with rubber pad 12, because pre-buried muscle 1's outer wall equipartition has a plurality of bump, two rubber pad 12's lateral wall equipartitions are equipped with a plurality of and bump matched with recess 13, and then strengthened the area of contact of rubber pad 12 with pre-buried muscle 1 outer wall, the setting of rubber pad 12, pre-buried muscle 1 and arc clamp plate 61 lateral wall have been strengthened, the compactness of laminating between the groove 66 cell wall of taking, and then improved and fixed pre-buried muscle 1 at the stability of taking the inslot 66.

Referring to fig. 4 and 5, the rotating member 7 includes a bevel gear group 71 rotatably disposed on the inner bottom wall of the lower cavity 65, and a rotating shaft 72 connected to the vertical bevel gears of the bevel gear group 71, the horizontal end bottom wall of the bevel gear group 71 is rotatably connected to the inner bottom wall of the lower cavity 65, one end of the rotating shaft 72, which is far away from the bevel gear group 71, extends out of the outer wall of the vertical beam 25 and is connected to a handle 73, and by using the handle 73, it is convenient for a human hand to rotate the rotating shaft 72, so as to drive the bevel gear group 71 to rotate, and further the screw 63 to rotate, so as to; the handle 73 is fixed on the outer wall of the vertical beam 25 through the first bolt 74, so that the positioning of the rotating shaft 72 is realized, the rotation of the rotating shaft 72 is avoided, the arc-shaped pressing plate 61 is far away from the embedded rib 1, and the stability of fixing the embedded rib 1 is improved.

Referring to fig. 6 and 7, in order to improve the stability of the embedded bar 1 in the placing groove 66, a transverse limiting member 8 is arranged in the mounting groove 5 and connected with the embedded bar 1, so that the embedded bar 1 is prevented from transversely moving in the placing groove 66.

Referring to fig. 7 and 8, the transverse limiting member 8 includes a plurality of locking rings 81 rotatably disposed on the outer wall of the vertical beam 25, and a screw 82 in threaded connection with the inner annular wall of the locking rings 81, a plurality of slots 84 are uniformly disposed on the outer wall of the vertical beam 25 along the height direction thereof, the slots 84 are communicated with the mounting groove 5, one end of the screw 82 away from the locking rings 81 extends into the slots 84 and is connected with a limiting block 85, a limiting groove 87 for inserting the limiting block 85 is disposed on the side wall of the embedded rib 1, a sliding block 83 (fig. 9) is disposed on the wall of the slot 84, and a sliding groove 86 for sliding the sliding block 83 is disposed on the side wall of the screw.

The locking ring 81 is rotated, the screw 82 is in threaded connection with the inner annular wall of the locking ring 81, the sliding groove 86 plays a limiting and guiding role in moving the sliding block 83, the screw 82 is driven to slide in the through groove, the limiting block 85 is inserted into the limiting groove 87, the cross beam 22 displacement of the embedded rib 1 in the placing groove 66 can be avoided, the stability of the embedded rib 1 in the placing groove 66 is improved, the supporting frame 2 is stably fixed on the side wall of the pier 14, and the stability of the construction process is improved.

Referring to fig. 8 and 9, in order to prevent a constructor from rotating the locking rings 81 one by one, the side wall of the vertical beam 25 is provided with the lifting plate 9 in a sliding manner along the height direction thereof, the outer walls of the plurality of locking rings 81 are provided with the eccentric shafts 10, one ends of the eccentric shafts 10 far away from the locking rings 81 are rotatably connected with the side wall of the lifting plate 9, the lifting plate 9 is pulled, and then the plurality of locking rings 81 are driven to rotate synchronously, so that the limit blocks 85 are inserted into the limit grooves 87, the side wall of the lifting plate 9 is fixed on the side wall of the supporting platform 3 through the second bolts 11, the fixing of the lifting plate 9 is realized, the stability of the embedded ribs 1 in the placing grooves 66 is.

Referring to fig. 8, in order to facilitate the rotation of the locking ring 81, a flange 15 is disposed at an end of the screw 82 away from the limiting block 85, and a distance between the flange 15 and a side wall of the locking ring 81 is smaller than a length of the eccentric shaft 10, so as to prevent the screw 82 from being positioned in the locking ring 81 too long and interfering with the rotation of the locking ring 81.

The working process is as follows: when the embedded type rubber mat is installed, firstly, the end part of the bearing platform 3 is inserted into the installation groove 4, and meanwhile, the embedded rib 1 is inserted into the installation groove 5, so that the embedded rib 1 is placed on the rubber mat 12 on the placing groove 66; secondly rotate handle 73, drive bevel gear group 71 and rotate, and then lead screw 63 rotates, drive the lift block 62 and go up and down, and then drive arc clamp plate 61 and move down and compress tightly on pre-buried muscle 1, the setting of rubber pad 12 has strengthened the compactness of laminating between pre-buried muscle 1 and arc clamp plate 61 and the groove wall of putting up groove 66, has improved the stability of fixing pre-buried muscle 1 in putting up groove 66, has realized fixing the lateral wall at pier 14 with support frame 2 and cushion cap 3.

Then the lifting plate 9 is pulled to move up and down to drive the locking rings 81 to synchronously rotate, and as the inner ring wall of the locking ring 81 is in threaded fit with the screw 82, and the sliding groove 86 and the sliding block 83 play a role in limiting the movement of the screw 82, the screw 82 is driven to slide in the slot 84, so that the limiting block 85 is inserted into the limiting groove 87, the transverse displacement of the embedded rib 1 can be avoided, and the stability of the support frame 2 fixed on the side wall of the pier 14 is further improved; the construction bracket that adopts above-mentioned structure to constitute, simple structure, the volume is less, replaces the mode that the welding was built, makes things convenient for the dismouting, can not receive the influence of relevant factors such as the topographic condition and the construction height of job site when building, has improved the efficiency of construction.

The present embodiment is only for explaining the present invention, and it is not limited to the present invention, and those skilled in the art can make modifications to the present embodiment without inventive contribution as required after reading the present specification, but all of them are protected by patent laws within the scope of the claims of the present invention.

Claims (8)

1. The utility model provides a high continuous beam construction bracket of upsetting of pin-connected panel which characterized in that: including pre-buried muscle (1), encircle a plurality of support frames (2) that pier (14) circumference set up, install and be used for the installation to pour bearing platform (3) of template on support frame (2), the lateral wall of pier (14) is equipped with along its circumference and places groove (4), pre-buried muscle (1) sets up the outer wall and the groove diapire that places groove (4) rather than the notch phase of pier (14) respectively, bearing platform (3) extend to in placing groove (4) towards the end lateral wall of pier (14), the lateral wall of support frame (2) and the end wall of bearing platform (3) all are equipped with mounting groove (5) that are used for holding pre-buried muscle (1), be equipped with locking Assembly (6) that are used for fixed pre-buried muscle (1) in mounting groove (5).

2. The assembled high-upsetting continuous beam construction bracket as claimed in claim 1, wherein: the support frame (2) comprises two oppositely arranged bracket inclined struts (21), two oppositely arranged cross beams (22), an inner longitudinal beam (23) and an outer longitudinal beam (24) which are respectively connected between the two cross beams (22), two oppositely arranged vertical beams (25) at the bottom wall of the inner longitudinal beam (23) and reinforcing ribs (26) arranged on the bracket inclined struts (21), the higher end of the bracket inclined strut (21) is connected with the bottom wall of the outer longitudinal beam (24), the lower end of the bracket inclined strut (21) is connected with the bottom end of the vertical beam (25), one end, far away from the bracket inclined strut (21), of each reinforcing rib (26 is connected with the bottom wall of each cross beam (22), the supporting platform (3) is arranged on the upper surfaces of the cross beams (22) and the inner and outer longitudinal beams (24), and the mounting grooves (5) are arranged on the side walls of the vertical beams (25) at equal intervals.

3. The assembled high-upsetting continuous beam construction bracket as claimed in claim 2, wherein: the side wall of the vertical beam (25) and the supporting platform (3) is internally provided with a lower cavity (65) and an upper cavity (64) which are communicated with the mounting groove (5), the groove bottom wall of the mounting groove (5) adjacent to the notch of the mounting groove is provided with a holding groove (66) matched with the embedded rib (1), the locking component (6) comprises an arc-shaped pressing plate (61) positioned in the mounting groove (5), a lifting block (62) connected with the arc-shaped pressing plate (61) and a screw rod (63) rotatably arranged in the lower cavity (65), the side wall of the inner longitudinal beam (23) is provided with a through hole (67), the top end of the screw rod (63) passes through the through hole (67) and extends into the upper cavity (64), the inner top wall of the upper cavity (64) is provided with a rotary groove (68) for rotating the screw rod (63), the inner walls of the upper cavity and the lower cavity (65) are respectively provided with a lifting groove (69) along the height direction thereof, one end of the lifting block (62) slides in the lifting groove, a plurality of the lifting blocks (62) are all in threaded connection with the screw rod (63), the outer wall of the vertical beam (25) is provided with a rotating piece (7) for driving the screw rod (63) to rotate, and a transverse limiting piece (8) is arranged in the mounting groove (5) and is connected with the embedded rib (1).

4. The assembled high-upsetting continuous beam construction bracket as claimed in claim 3, wherein: the rotating part (7) comprises a bevel gear set (71) connected with the bottom end of the screw rod (63) and a rotating shaft (72) connected with the bevel gear set (71), the bevel gear set (71) is rotationally connected with the inner bottom wall of the lower cavity (65), one end, far away from the bevel gear set (71), of the rotating shaft (72) extends out of the side wall of the vertical beam (25) and is connected with a handle (73), and the handle (73) is fixed on the outer wall of the vertical beam (25) through a first bolt (74).

5. The assembled high-upsetting continuous beam construction bracket as claimed in claim 3, wherein: the horizontal limiting part (8) comprises a plurality of locking rings (81) rotatably arranged on the outer wall of the vertical beam (25) and a screw (82) in threaded connection with the inner annular wall of the locking rings (81), a plurality of slots (84) communicated with the mounting groove (5) are uniformly formed in the outer wall of the vertical beam (25) along the height direction of the outer wall, one end, far away from the locking rings (81), of the screw (82) extends into the slots (84) and is connected with limiting blocks (85), limiting grooves (87) for inserting the limiting blocks (85) are formed in the side wall of the pre-embedded rib (1), sliding blocks (83) are arranged on the groove walls of the slots (84), and sliding grooves (86) for sliding the sliding blocks (83) are formed in the side wall of the screw (82).

6. The assembled high-upsetting continuous beam construction bracket as claimed in claim 5, wherein: the side wall of the vertical beam (25) is provided with a lifting plate (9) in a sliding mode along the height direction of the vertical beam, the outer wall of the locking rings (81) is provided with an eccentric shaft (10), one end, far away from the locking rings (81), of the eccentric shaft (10) is rotatably connected with the side wall of the lifting plate (9), and the side wall of the lifting plate (9) is fixed to the side wall of the bearing platform (3) through a second bolt (11).

7. The assembled high-upsetting continuous beam construction bracket as claimed in claim 6, wherein: and one end of the screw rod (82) far away from the limiting block (85) is provided with a flange (15), and the distance between the flange (15) and the side wall of the locking ring (81) is smaller than the length of the eccentric shaft (10).

8. The assembled high-upsetting continuous beam construction bracket as claimed in claim 3, wherein: rubber pads (12) are arranged on the wall of the placing groove (66) and the lower surface of the arc-shaped pressing plate (61), and a plurality of grooves (13) matched with the convex points on the outer wall of the embedded rib (1) are uniformly formed in the opposite side walls of the rubber pads (12).

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