CN110821158A - Roof panel formwork ultrahigh support system and construction method thereof - Google Patents
Roof panel formwork ultrahigh support system and construction method thereof Download PDFInfo
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- CN110821158A CN110821158A CN201911158705.5A CN201911158705A CN110821158A CN 110821158 A CN110821158 A CN 110821158A CN 201911158705 A CN201911158705 A CN 201911158705A CN 110821158 A CN110821158 A CN 110821158A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G2025/003—Supports therefor, e.g. tripods
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Abstract
The invention relates to the technical field of building construction, in particular to a roof panel template ultrahigh support system and a construction method thereof. According to the invention, the temporary plates are laid between the adjacent cross rods, and a support system with a large height is erected on the temporary plates by workers, so that the feet of the workers are stably supported, and the effect of reducing the probability of safety accidents when the support system is erected is achieved.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a roof panel formwork ultrahigh support system and a construction method thereof.
Background
At present, along with the rapid development of engineering construction, construction accidents are frequent all over the country, people have stronger and stronger awareness on construction safety, the construction safety is also stipulated by the country to be the central importance in construction, and important control nodes in construction safety control a support system.
The existing supporting system is mostly a full framing supporting system formed by splicing and fixing upright posts and fasteners, the upright posts are used for supporting a template of a roof panel, and then binding and pouring of reinforcing steel bars are carried out at the top ends of the template. When the ultrahigh supporting system is erected, the stand column needs to be butted by a plurality of stand columns due to the fact that the length of the stand columns is limited.
The above prior art solutions have the following drawbacks: in the process of erecting the ultrahigh support system, when workers erect the ultrahigh support system at high altitude, the workers only use the safety belts to walk on the vertical rods, and safety accidents are easy to happen.
Disclosure of Invention
The invention aims to provide a roof panel template ultrahigh supporting system and a construction method thereof, and the purpose of reducing the probability of safety accidents when the supporting system is erected is achieved.
One of the above objects of the present invention is achieved by the following technical solutions:
the utility model provides a roof boarding template superelevation support system, includes full hall frame, and full hall frame includes stand and horizontal pole, is provided with the fastener between horizontal pole and the stand, and the fastener is with horizontal pole and stand fixed connection, be provided with interim board between the adjacent horizontal pole, interim board level sets up, and the bottom of interim board and the equal butt of two adjacent horizontal poles all are provided with the joint subassembly between the bottom of interim board and the two horizontal poles, and the joint subassembly includes dead lever and movable rod, and the bottom fixed connection of dead lever and interim board is provided with the slip subassembly between movable rod and the interim board.
Through adopting above-mentioned technical scheme, when setting up high support system, at first utilize horizontal pole and stand to set up the support system that highly little, when setting up high support system, at first place interim board on two horizontal poles, make the joint subassembly joint at interim board both ends on two horizontal poles, make the dead lever of interim board and one side butt of horizontal pole, then promote another movable rod, make the movable rod slide through the relative interim board of slip subassembly, make one side butt that the dead lever was kept away from to movable rod and horizontal pole, the spacing position that utilizes movable rod and dead lever makes interim board and horizontal pole is fixed, then the workman stands and sets up high big support system on the top of interim board, make the workman have stable support in the bottom of the foot when setting up high big support system, reach the purpose that reduces incident probability.
The invention is further configured to: the sliding assembly comprises a sliding groove, a sliding block and a fixing bolt, the sliding groove is formed in the bottom end of the temporary plate, the sliding groove is perpendicular to the horizontal rod, the sliding block is fixedly connected with the movable rod, the sliding block is located in the sliding groove, the sliding block is connected with the sliding groove in a sliding mode, the fixing bolt is connected with the sliding block in a threaded mode, and the fixing bolt penetrates through the bottom wall of the sliding block and the sliding groove in an abutting.
Through adopting above-mentioned technical scheme, when promoting movable rod and horizontal pole butt, the movable rod drives the slider and slides in the spout, utilize the limiting displacement of spout to the slider, make the slider steadily slide in the spout, when movable rod and horizontal pole butt, it makes the diapire butt of fixing bolt and spout to rotate fixing bolt, because fixing bolt and slider threaded connection, so when fixing bolt and spout butt, the position of slider and spout is fixed, make the position that makes the movable rod behind movable rod and the horizontal pole butt be in stable state, the slip subassembly drives the movable rod and slides or fix, flexibility when promoting the joint subassembly and using.
The invention is further configured to: the temporary plate comprises a first plate and a second plate, the first plate and the second plate are horizontally arranged, and an adjusting assembly is arranged between one end, far away from the clamping assembly, of the first plate and one end, far away from the clamping assembly, of the second plate.
Through adopting above-mentioned technical scheme, interim board sets up to first board and second board, then adjusts the relative position of first board and second board through adjusting part, changes the length of interim board, because the interval between the horizontal pole differs in the braced system, utilizes adjusting part to adjust the interval that interim board made interim board be applicable to whole braced system multiple horizontal pole, avoids setting up the interim board of multiple specification in the supporter, promotes the practicality of interim board.
The invention is further configured to: the adjusting assembly comprises an adjusting groove and an adjusting bolt, the adjusting groove is formed in one end, far away from the clamping assembly, of the first plate, one end, far away from the clamping assembly, of the second plate is located in the adjusting groove, the adjusting bolt is in threaded connection with the side wall of the adjusting groove, and the adjusting bolt penetrates through the side wall of the adjusting groove and abuts against the second plate.
By adopting the technical scheme, when the adjusting assembly is used, the adjusting bolt is firstly rotated to enable the adjusting bolt to be far away from the second plate, then the first plate and the second plate are pulled to enable the second plate to slide in the adjusting groove, when the fixed rods at the two ends of the temporary plate are abutted to the two cross rods, the adjusting bolt is rotated to enable the adjusting bolt to be abutted to the second plate, and as the adjusting bolt is in threaded connection with the side wall of the adjusting groove, the second plate is fixed in the adjusting bolt when the adjusting bolt is abutted to the second plate; when interim board finishes using and has enough to meet the need, rotate adjusting bolt and make adjusting bolt keep away from the second board, then promote the second board and make the second board keep away from the one end of dead lever and the diapire butt of adjustment tank, then rotate adjusting bolt and second board butt again, with interim board adjustment for minimum length, convenience when promoting interim board turnover.
The invention is further configured to: the stand including a plurality of pole setting, be provided with coupling assembling between the adjacent pole setting, connect including connecting cylinder, regulating plate and locking bolt, the circumference lateral wall in the pole setting is established to the connecting cylinder cover, and the regulating plate is located between connecting cylinder and the pole setting, and the dead bolt of lock has two at least, every dead bolt of lock all with the lateral wall threaded connection of connecting cylinder, every dead bolt of lock all passes the lateral wall of connecting cylinder and the regulating plate rotates to be connected.
By adopting the technical scheme, when the top end of a lower vertical rod is upwards connected with an upper vertical rod, the locking bolt is firstly rotated to drive the adjusting plate to be close to the inner side wall of the connecting cylinder, then the sleeve is sleeved at the top end of the lower vertical rod, then the bottom end of the upper vertical rod is abutted with the bottom end of the lower vertical rod, then the sleeve is upwards slid to enable the central line position of the side wall of the sleeve to be positioned at the abutted position of the two vertical rods, then the locking bolt is rotated to drive the adjusting plate to be abutted with the circumferential side wall of the vertical rod, as the locking bolt is in threaded connection with the side wall of the connecting cylinder, the locking bolt drives the adjusting plate to be fixed at the position in the connecting cylinder, meanwhile, the connecting cylinder and the vertical rod are fixed, the rigidity of the connecting cylinder and the adjusting plate is utilized to limit the two vertical rods, so that the two vertical rods are positioned in a state with the coaxial lines, improving connectivity between adjacent columns
The invention is further configured to: the adjusting plate is made of an elastic steel plate and is bent towards the vertical rod to form a radian.
Through adopting above-mentioned technical scheme, the regulating plate sets up to elasticity and has the radian, and when making regulating plate and pole setting butt, it is big to increase the butt area of regulating plate and pole setting, avoids regulating plate and pole setting to take place relative slip, stability when further promoting regulating plate and pole setting butt.
The invention is further configured to: the bottom of stand is provided with the supporting seat, and the supporting seat includes fixed block, lead screw, backup pad and supports the groove, and the fixed block level sets up, fixed block bottom and ground butt, the top and the lead screw threaded connection of fixed block, the lead screw keep away from the one end and the backup pad fixed connection of fixed block, and the backup pad is kept away from one side of lead screw and is seted up the support groove, stand and support groove grafting cooperation.
By adopting the technical scheme, when the supporting seat is used, the fixed block is abutted against the ground, then the supporting plate is rotated, the supporting plate is fixedly connected with the lead screw, so that the supporting plate is rotated to drive the lead screw to rotate, the lead screw is in threaded connection with the fixed block, so that the lead screw is rotated to drive the supporting plate to be away from the fixed block, the heights of the supporting plates of the supporting seat are adjusted to ensure that the heights of the adjacent supporting plates are different, then the bottom ends of the stand columns are inserted into the supporting grooves, and the bottom ends of the; through setting up the bottom that supporting seat supported the stand, the steadiness of reinforcing stand bottom adjusts the bottom height of adjacent stand simultaneously, makes the junction of stand inner upright rod not in same horizontal plane, further promotes the holistic stability of support system.
The invention is further configured to: be provided with spacing bolt between fixed block and the backup pad, spacing bolt and backup pad threaded connection, spacing bolt passes backup pad and fixed block butt.
By adopting the technical scheme, after the distance between the fixing block and the supporting plate is adjusted, the limiting bolt is rotated to enable the limiting bolt to be abutted against the fixing block, and the limiting bolt is in threaded connection with the supporting plate, so that the positions of the limiting bolt and the supporting plate are kept fixed, and the stability between the supporting plate and the fixing block is improved; utilize spacing bolt to support the backup pad simultaneously, make spacing bolt and lead screw share the power that the stand transmitted to the supporting seat jointly, promote the life of lead screw.
The second aim of the invention is realized by the following technical scheme:
a construction method of a roof panel formwork ultrahigh support system comprises the following steps:
s1, placing and adjusting the mounting seat: placing the supporting seats according to the size of the full-hall frame, rotating the limiting bolt to be far away from the fixed block, rotating the supporting plate to drive the screw rod to rotate around the axis of the screw rod relative to the fixed block, and adjusting the height of the supporting plate to enable the height of the top end of each supporting seat to be different from the heights of the supporting seats at the periphery;
s2, installing a support system close to the ground: then the upright rods are inserted into the supporting grooves of the supporting plates, then the cross rods and the upright rods are fixedly connected by fasteners, and a supporting system close to the ground is erected;
s3, mounting a temporary plate: after the support system close to the ground is erected, the temporary plate is placed between two adjacent cross rods, the two adjacent cross rods are respectively positioned between the fixed rods and the movable rods at the two ends of the temporary plate, then the adjusting bolt is rotated to enable the adjusting bolt to be far away from the second plate, the first plate and the second plate are pushed to enable the second plate to slide in the adjusting groove, the fixed rods at the two ends of the temporary plate are respectively abutted to the two cross rods by the aid of the movable rods, and the adjusting bolt is rotated again to enable the adjusting bolt to be abutted to the second rod; then the fixed bolt is rotated to enable the fixed bolt to be far away from the sliding groove, the movable rod is pushed to drive the sliding block to slide in the sliding groove, the movable rod is enabled to be abutted against the side wall of the cross rod, then the fixed bolt is rotated to enable the fixed bolt to be abutted against the bottom wall of the sliding groove, and the temporary plate is temporarily fixed with the cross rod;
s4, mounting the vertical rod by using a connecting assembly: after the temporary plate is installed, a worker connects the two upright posts at the top end of the temporary plate, firstly, the locking bolt is rotated to drive the adjusting plate to be close to the side wall of the connecting cylinder, then, the connecting cylinder is sleeved at the top ends of the upright posts, then, the top ends of the upright posts are connected with one upright post, then, the connecting cylinder is pushed to enable the central line of the connecting cylinder to be located at the joint of the two upright posts, and the two locking bolts are respectively rotated to enable the locking bolt to push the adjusting plate to be abutted against the upright posts, so that the positions of the two upright posts and the connecting cylinder are kept fixed;
s5, building a support system far away from the ground: and (3) upwards splicing a plurality of upright posts, and then erecting cross rods between the upright posts to complete the erection of the whole support system.
By adopting the technical scheme, the supporting seat is arranged at the bottom end of the upright column, so that the upright column is prevented from being directly abutted against the floor slab to cause the floor slab to be damaged by pressure loss, and the connecting seams of the upright column and the upright column are staggered by the supporting seat through the different heights of the supporting seat and the top end of the adjacent supporting seat, so that the stability of the supporting system after response and examination is improved; then, a temporary plate is erected, so that when a worker is erected on a support system far away from the ground, the feet of the worker have supporting positions, and the safety of the worker in erecting a frame body is improved; and the top end of the vertical rod is connected with the vertical rod through the connecting component, so that the stability of the vertical rod after connection is improved, and the aim of reducing the probability of safety accidents when a supporting system is erected is fulfilled.
In conclusion, the beneficial technical effects of the invention are as follows:
1. the temporary boards are connected between the adjacent cross rods in a clamped mode, so that the aim of reducing the probability of safety accidents when a supporting system is erected is fulfilled;
2. by arranging the connecting assembly, the two abutted upright rods are connected together, so that the safety of the supporting system is further improved;
3. through setting up the supporting seat, stagger the position of the joint line of the pole setting of two butts in the stand, further promote supporting system stability.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view intended to show a temporary plate;
fig. 3 is intended to show a connection assembly;
fig. 4 is a schematic view for showing the support base.
In the figure, 1, a full hall shelf; 11. a column; 12. a cross bar; 2. a temporary plate; 21. a first plate; 22. a second plate; 3. a clamping assembly; 31. fixing the rod; 32. a movable rod; 4. a sliding assembly; 41. a chute; 42. a slider; 43. fixing the bolt; 5. an adjustment assembly; 51. an adjustment groove; 52. adjusting the bolt; 6. a connecting assembly; 61. a connecting cylinder; 62. an adjusting plate; 63. locking the bolt; 7. a supporting seat; 71. a fixed block; 72. a lead screw; 73. a support plate; 74. a support groove; 75. and a limiting bolt.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example one
Referring to fig. 1, the ultrahigh supporting system of a roof panel formwork disclosed by the invention comprises a full frame 1, wherein the full frame 1 comprises upright posts 11, cross rods 12 and oblique rods (not shown in the figure), the cross rods 12 are horizontally arranged, a plurality of cross rods 12 are arranged in the horizontal plane, the cross rods 12 in two directions are mutually vertical, the upright posts 11 are vertically arranged, the upright posts 11 are provided with a plurality of upright posts, the bottom end of each upright post 11 is provided with a supporting seat 7, each upright post 11 comprises a plurality of upright posts, the adjacent upright posts are mutually abutted, a connecting assembly 6 is arranged between the adjacent upright posts, a fastener (not shown in the figure) is arranged between the cross rods 12 and the upright posts 11, the cross rods 12 and the upright posts 11 are fixedly connected by the fastener, the oblique rods are obliquely arranged, the fastener is arranged between the oblique rods and the cross rods 12 and the upright posts 11, the fastener fixedly connects the oblique rods, the interim board 2 is provided with a plurality of, and every 2 equal levels of interim boards set up, and the bottom of interim board 2 and the equal butt of two adjacent horizontal poles 12 all are provided with joint subassembly 3 between the bottom of interim board 2 and two horizontal poles 12. The supporting seat 7 is arranged, so that the joints of adjacent upright rods in the upright column 11 are not in the same horizontal plane, the overall stability of the supporting system is improved, and then the connecting assembly 6 is arranged to connect two adjacent upright rods, so that the stability of the upright rods in supporting is improved; then through set up interim board 2 between adjacent horizontal pole 12 to utilize joint subassembly 3 to make interim board 2 and horizontal pole 12 keep fixed, make the workman walk on interim board 2 when setting up, reduce the purpose of incident emergence probability when reaching to set up the support system.
Referring to fig. 1 and 2, the temporary plate 2 includes a first plate 21 and a second plate 22, the first plate 21 and the second plate 22 are both horizontally disposed, an adjusting assembly 5 is disposed between the first plate 21 and the second plate 22, the adjusting assembly 5 is away from the clamping assembly 3 at two ends of the temporary plate 2, the adjusting assembly 5 includes an adjusting groove 51 and an adjusting bolt 52, the adjusting groove 51 is disposed at one end of the first plate 21 close to the second plate 22, the adjusting groove 51 extends along the direction of the first plate 21, one end of the second plate 22 away from the clamping assembly 3 is located in the adjusting groove 51, the adjusting bolt 52 is located at the bottom end of the temporary plate 2, the adjusting bolt 52 is in threaded connection with a side wall of the adjusting groove 51, and the adjusting bolt 52 passes through the side wall of the adjusting groove 51 and abuts against the second plate 22. When using interim board 2, rotate adjusting bolt 52 and make adjusting bolt 52 keep away from second board 22, then promote first board 21 and second board 22, make first board 21 slide in adjustment groove 51, when joint subassembly 3 and horizontal pole 12 joint, rotate adjusting bolt 52 and make adjusting bolt 52 and second pole butt, fix the second pole in adjustment groove 51.
Referring to fig. 1 and 2, joint subassembly 3 includes dead lever 31 and movable rod 32, dead lever 31 and the equal vertical setting of movable rod 32, the top of dead lever 31 and the bottom fixed connection of interim board 2, dead lever 31 is located the most marginal of interim board 2, movable rod 32 and interim board 2 butt, movable rod 32 is located between dead lever 31 and adjusting part 5, be provided with sliding assembly 4 between movable rod 32 and the interim board 2, sliding assembly 4 includes the spout 41 of T type, the slider 42 and the fixing bolt 43 of T type, the bottom at interim board 2 is seted up to spout 41, spout 41 is seted up along interim board 2, slider 42 is located spout 41, slider 42 and spout 41 sliding connection, the top fixed connection of slider 42 and movable rod 32, fixing bolt 43 and slider 42 threaded connection, fixing bolt 43 passes the diapire butt of slider 42 and spout 41. When the clamping assembly 3 is used, the fixing rod 31 is abutted to the cross rod 12, then the fixing bolt 43 is rotated to enable the fixing bolt 43 to be away from the bottom wall of the sliding groove 41, then the movable rod 32 is pushed to enable the movable rod 32 to drive the sliding block 42 to slide in the sliding groove 41, and when the movable rod 32 is abutted to the cross rod 12, the fixing bolt 43 is rotated to enable the fixing bolt 43 to be abutted to the bottom wall of the sliding groove 41.
Referring to fig. 3, coupling assembling 6 includes connecting cylinder 61, regulating plate 62 and locking bolt, the circumference lateral wall in the pole setting is established to connecting cylinder 61 cover, connecting cylinder 61 is vertical to be set up, regulating plate 62 is located between connecting cylinder 61 and the pole setting, regulating plate 62 sets up the regulating plate 62 that makes for elastic steel plate, regulating plate 62 is crooked to the direction of pole setting, the dead bolt 63 of lock has two at least, two dead bolts 63 of lock are located the top and the bottom of the lateral wall of connecting cylinder 61 respectively, the equal perpendicular connecting cylinder 61's of every dead bolt 63 lateral wall, every dead bolt 63 of lock all with the lateral wall threaded connection of connecting cylinder 61, every dead bolt 63 of lock all passes the lateral wall of connecting cylinder 61 and the one end rotation connection of pole setting is kept away from. When the connecting assembly 6 is used, firstly, the connecting cylinder 61 is sleeved on the top end of the vertical rod, then the connecting cylinder 61 is pushed downwards, the connecting cylinder 61 is made to slide relative to the vertical rod, then one vertical rod is placed on the top end of the vertical rod, then the connecting cylinder 61 is pushed upwards to make the central line of the connecting cylinder 61 be located at the joint of the two vertical rods, then the two locking bolts 63 are rotated in sequence to make the locking bolts 63 push the adjusting plate 62 to be abutted against the side walls of the vertical rod, and the two vertical rods are fixed by the aid of the forces of the connecting cylinder 61 and the locking bolts 63.
Referring to fig. 4, the supporting seat 7 includes a fixing block 71, a lead screw 72, a supporting plate 73, a supporting groove 74 and a limiting bolt 75, the fixing block 71 is horizontally arranged, the bottom end of the fixing block 71 is abutted to the ground, the lead screw 72 is vertically arranged, the bottom end of the lead screw 72 is in threaded connection with the top end of the fixing block 71, the supporting plate 73 is horizontally arranged, the bottom center of the supporting plate 73 is fixedly connected with the top end of the lead screw 72, the supporting groove 74 is formed in the top end of the supporting plate 73, the upright post 11 is in insertion fit with the supporting groove 74, the limiting bolt 75 is arranged between the fixing block 71 and the supporting plate 73, the limiting bolt 75 is provided with a plurality of parts, each limiting bolt 75 is perpendicular to the supporting plate 73, each limiting bolt 75 is in threaded connection with the. When the supporting device is used and supported quickly, the fixing block 71 is firstly placed on the ground, then the limiting bolt 75 is rotated to enable the limiting bolt 75 to be far away from the fixing block 71, the supporting plate 73 is selectively installed to drive the screw rod 72 to rotate, the screw rod 72 drives the supporting plate 73 to ascend and descend, and after the height adjustment of the top end of the supporting plate 73 is completed, the limiting bolt 75 is rotated to enable the limiting bolt 75 to be abutted to the top end of the fixing block 71.
The implementation principle of the embodiment is as follows: when a supporting system is set up, firstly, the supporting seat 7 is placed on the ground, then the limiting bolt 75 is rotated to be far away from the top end of the fixing block 71, then the supporting plate 73 is rotated, the supporting plate 73 drives the screw rod 72 to rotate, the screw rod 72 rotates to drive the supporting plate 73 to lift relative to the fixing block 71, after the supporting seat 7 is adjusted, the limiting bolt 75 is rotated to enable the limiting bolt 75 to be abutted against the top end of the fixing block 71, then the bottom end of the vertical rod is inserted into the supporting groove 74, the cross rod 12 and the vertical rod are fixed through a fastener, and the supporting system close to the ground is set; a temporary plate 2 is erected between cross rods 12 close to the top end of a ground support system, firstly, the temporary plate 2 is placed at the top ends of the two cross rods 12, the two cross rods 12 are respectively positioned between a fixed rod 31 and a movable rod 32 at two ends of a dozen shifts, when the adjusting bolt 52 is rotated to make the adjusting bolt 52 far away from the second plate 22, the first plate 21 and the second plate 22 are pushed, the first plate 21 and the second plate 22 drive the fixing rods 31 at the two ends of the temporary plate 2 to abut against the cross rod 12, at the moment, the second rod slides in the adjusting groove 51, then the adjusting bolt 52 is rotated to abut against the second plate 22, then the fixing bolt 43 is rotated to make the fixing bolt 43 far away from the bottom wall of the sliding chute 41, and then the movable rod 32 is pushed to make the movable rod 32 drive the sliding block 42 to slide in the sliding chute 41, when the movable rod 32 abuts against the cross rod 12, the fixing bolt 43 is rotated to make the fixing bolt 43 abut against the bottom wall of the sliding groove 41, and the temporary plate 2 is fixed with the cross rod 12; then the pole setting is continued to the top of pole setting again, at first establish connecting cylinder 61 cover on the top of pole setting, then promote downwards and connect a section of thick bamboo, make connecting cylinder 61 slide relative to the pole setting, then place a pole setting on the top of pole setting again, promote connecting cylinder 61 upwards and make connecting cylinder 61 be located the junction of coexistence pole, rotate two dead bolt 63 in proper order again and make dead bolt 63 drive the lateral wall butt of regulating plate 62 with the pole setting, it is fixed with the coexistence pole, to sum up, through the above-mentioned step, reach the purpose that reduces incident emergence probability when setting up the support system.
Example two
A construction method of a roof panel formwork ultrahigh support system comprises the following steps:
s1, placing and adjusting the mounting seat: the supporting seat 7 is placed according to the size of the full hall frame 1, then the limiting bolt 75 is rotated to be far away from the fixing block 71, the supporting plate 73 is rotated to drive the screw rod 72 to rotate around the axis of the screw rod 72 relative to the fixing block 71, and the height of the supporting plate 73 is adjusted, so that the top of the supporting seat 7 is different from the heights of the supporting seats 7 on the periphery.
S2, installing a support system close to the ground: the vertical rods are inserted into the supporting grooves 74 of the supporting plates 73, and then the cross rods 12 are fixedly connected with the vertical rods by fasteners to build a supporting system close to the ground.
S3, mounting the temporary plate 2: after the support system close to the ground is erected, the temporary plate 2 is placed between two adjacent cross rods 12, the two adjacent cross rods 12 are respectively located between the fixed rod 31 and the movable rod 32 at the two ends of the temporary plate 2, then the adjusting bolt 52 is rotated to enable the adjusting bolt 52 to be far away from the second plate 22, the first plate 21 and the second plate 22 are pushed to enable the second plate 22 to slide in the adjusting groove 51, the first plate 21 and the second plate 22 drive the fixed rods 31 at the two ends of the temporary plate 2 to be respectively abutted against the two cross rods 12, and the adjusting bolt 52 is rotated again to enable the adjusting bolt 52 to be abutted against the second rod; then, the fixing bolt 43 is rotated to make the fixing bolt 43 away from the sliding groove 41, the movable rod 32 is pushed to drive the slider 42 to slide in the sliding groove 41, so that the movable rod 32 abuts against the side wall of the cross bar 12, the fixing bolt 43 is rotated again to make the fixing bolt 43 abut against the bottom wall of the sliding groove 41, and the temporary plate 2 is temporarily fixed to the cross bar 12.
S4, mounting the vertical rod by using the connecting assembly 6: after the installation of interim board 2 finishes, the workman is connected two pole settings on interim board 2's top, at first rotate the dead bolt 63 of lock and make the dead bolt 63 of lock drive regulating plate 62 be close to the lateral wall of connecting cylinder 61, then establish the top at the pole setting with connecting cylinder 61 cover, then the top of pole setting continues to connect a pole setting again, then promote connecting cylinder 61 and make the central line of connecting cylinder 61 be located the junction of coexistence pole, rotating two dead bolts 63 of lock respectively, make dead bolt 63 of lock promote regulating plate 62 and pole setting butt, make the position of two pole settings and connecting cylinder 61 keep fixed.
S5, building a support system far away from the ground: and (3) connecting a plurality of upright posts upwards, and then erecting cross rods 12 between the upright posts to complete the erection of the whole support system.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (9)
1. The utility model provides a roof boarding template superelevation supporting system, includes full hall frame (1), and full hall frame (1) is provided with the fastener including stand (11) and horizontal pole (12) between horizontal pole (12) and stand (11), and the fastener is with horizontal pole (12) and stand (11) fixed connection, its characterized in that: adjacent be provided with interim board (2) between horizontal pole (12), interim board (2) level sets up, the bottom of interim board (2) and the equal butt of two adjacent horizontal poles (12), all be provided with joint subassembly (3) between the bottom of interim board (2) and two horizontal poles (12), joint subassembly (3) are including dead lever (31) and movable rod (32), the bottom fixed connection of dead lever (31) and interim board (2), be provided with between movable rod (32) and interim board (2) slip subassembly (4).
2. A roof panel formwork ultra-high support system as claimed in claim 1, wherein: slide module (4) include spout (41), slider (42) and fixing bolt (43), the bottom at interim board (2) is seted up in spout (41), spout (41) vertical cross pole (12), slider (42) and movable rod (32) fixed connection, slider (42) are located spout (41), slider (42) and spout (41) sliding connection, fixing bolt (43) and slider (42) threaded connection, fixing bolt (43) pass the diapire butt of slider (42) and spout (41).
3. A roof panel formwork ultra-high support system as claimed in claim 1, wherein: interim board (2) include first board (21) and second board (22), and first board (21) and the equal level setting of second board (22), and the one end of joint subassembly (3) is kept away from in first board (21) and second board (22) are kept away from and are provided with between the one end of joint subassembly (3) adjusting part (5).
4. A roof panel formwork ultra-high support system as claimed in claim 3, wherein: adjusting part (5) are including adjusting groove (51) and adjusting bolt (52), and the one end of keeping away from joint subassembly (3) is seted up in first board (21) in adjusting groove (51), and the one end that joint subassembly (3) were kept away from in second board (22) is located adjusting groove (51), adjusting bolt (52) and the lateral wall threaded connection of adjusting groove (51), and adjusting bolt (52) pass the lateral wall and the second board (22) butt of adjusting groove (51).
5. A roof panel formwork ultra-high support system as claimed in claim 1, wherein: upright (11) including a plurality of pole setting, be provided with coupling assembling (6) between the adjacent pole setting, the connection is including connecting cylinder (61), regulating plate (62) and locking bolt, the circumference lateral wall in the pole setting is established in connecting cylinder (61) cover, regulating plate (62) are located between connecting cylinder (61) and the pole setting, the dead bolt of lock (63) has two at least, every dead bolt of lock (63) all with the lateral wall threaded connection of connecting cylinder (61), every dead bolt of lock (63) all passes the lateral wall of connecting cylinder (61) and regulating plate (62) rotate and are connected.
6. A roof panel formwork ultra-high support system as claimed in claim 5, wherein: the adjusting plate (62) is arranged as an adjusting plate (62) made of an elastic steel plate, and the adjusting plate (62) is bent towards the vertical rod to form a radian.
7. A roof panel formwork ultra-high support system as claimed in claim 1, wherein: the bottom of stand (11) is provided with supporting seat (7), supporting seat (7) are including fixed block (71), lead screw (72), backup pad (73) and support groove (74), fixed block (71) level sets up, fixed block (71) bottom and ground butt, the top and lead screw (72) threaded connection of fixed block (71), the one end and backup pad (73) fixed connection of fixed block (71) are kept away from in lead screw (72), support groove (74) are seted up to one side that lead screw (72) were kept away from in backup pad (73), stand (11) and support groove (74) are pegged graft the cooperation.
8. A roof panel formwork ultra-high support system as claimed in claim 7, wherein: be provided with between fixed block (71) and backup pad (73) spacing bolt (75), spacing bolt (75) and backup pad (73) threaded connection, spacing bolt (75) pass backup pad (73) and fixed block (71) butt.
9. A construction method of a roof panel formwork ultrahigh support system is characterized by comprising the following steps:
s1, placing and adjusting the mounting seat: the supporting seats (7) are placed according to the size of the full-hall frame (1), then the limiting bolts (75) are rotated to be far away from the fixed blocks (71), then the supporting plates (73) are rotated to drive the screw rods (72) to rotate around the axis of the screw rods (72) relative to the fixed blocks (71), and the height of the supporting plates (73) is adjusted to enable the height of the top ends of the supporting seats (7) to be different from the height of the supporting seats (7) on the periphery;
s2, installing a support system close to the ground: then the upright rods are inserted into the supporting grooves (74) of the supporting plates (73), and then the cross rods (12) are fixedly connected with the upright rods by fasteners to build a supporting system close to the ground;
s3, mounting temporary plate (2): after the support system close to the ground is erected, the temporary plate (2) is placed between two adjacent cross rods (12), the two adjacent cross rods (12) are respectively located between a fixed rod (31) and a movable rod (32) at two ends of the temporary plate (2), then an adjusting bolt (52) is rotated to enable the adjusting bolt (52) to be far away from a second plate (22), a first plate (21) and the second plate (22) are pushed to enable the second plate (22) to slide in an adjusting groove (51), the first plate (21) and the second plate (22) drive the fixed rods (31) at two ends of the temporary plate (2) to be respectively abutted against the two cross rods (12), and the adjusting bolt (52) is rotated again to enable the adjusting bolt (52) to be abutted against the second rod; then, the fixing bolt (43) is rotated to enable the fixing bolt (43) to be far away from the sliding groove (41), the movable rod (32) is pushed to drive the sliding block (42) to slide in the sliding groove (41), the movable rod (32) is enabled to be abutted against the side wall of the cross rod (12), then the fixing bolt (43) is rotated to enable the fixing bolt (43) to be abutted against the bottom wall of the sliding groove (41), and the temporary plate (2) is temporarily fixed with the cross rod (12);
s4, installing the vertical rod by using the connecting component (6): after the temporary plate (2) is installed, a worker connects two vertical rods at the top end of the temporary plate (2), firstly, a locking bolt (63) is rotated to enable the locking bolt (63) to drive an adjusting plate (62) to be close to the side wall of a connecting cylinder (61), then the connecting cylinder (61) is sleeved at the top end of the vertical rods, then the top ends of the vertical rods are connected with one vertical rod again, then the connecting cylinder (61) is pushed to enable the central line of the connecting cylinder (61) to be located at the connecting position of the two vertical rods, the two locking bolts (63) are respectively rotated to enable the locking bolt (63) to push the adjusting plate (62) to be abutted against the vertical rods, and the positions of the two vertical rods and the connecting cylinder (61) are kept fixed;
s5, building a support system far away from the ground: and (3) connecting a plurality of upright posts upwards, and then erecting cross rods (12) between the upright posts to complete the erection of the integral support system.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201911158705.5A CN110821158A (en) | 2019-11-22 | 2019-11-22 | Roof panel formwork ultrahigh support system and construction method thereof |
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| CN201911158705.5A CN110821158A (en) | 2019-11-22 | 2019-11-22 | Roof panel formwork ultrahigh support system and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111593838A (en) * | 2020-06-02 | 2020-08-28 | 重庆大学 | Self-stabilizing gradient-variable high-performance assembled roof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205016940U (en) * | 2015-09-25 | 2016-02-03 | 国家电网公司 | Cable terminal manufacturing device |
| CN107542256A (en) * | 2017-09-01 | 2018-01-05 | 蔡淑娥 | A kind of hoistable platform of construction and decoration |
| CN207177264U (en) * | 2017-07-23 | 2018-04-03 | 王德宇 | A kind of pedal of scaffold |
| CN207260564U (en) * | 2017-09-20 | 2018-04-20 | 广州市番禺区第五建筑工程公司 | Scaffold board |
| CN207647159U (en) * | 2017-12-25 | 2018-07-24 | 无锡市平步五金机械包装有限公司 | The scaffold foot pedal that stretches |
| CN208294055U (en) * | 2018-05-09 | 2018-12-28 | 永春县品冠科技有限公司 | A kind of scaffold firm banking convenient for fixing and having anticollision effect |
| CN208777680U (en) * | 2018-09-13 | 2019-04-23 | 中国水利水电第九工程局有限公司 | A kind of construction scaffold fastenings |
-
2019
- 2019-11-22 CN CN201911158705.5A patent/CN110821158A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN205016940U (en) * | 2015-09-25 | 2016-02-03 | 国家电网公司 | Cable terminal manufacturing device |
| CN207177264U (en) * | 2017-07-23 | 2018-04-03 | 王德宇 | A kind of pedal of scaffold |
| CN107542256A (en) * | 2017-09-01 | 2018-01-05 | 蔡淑娥 | A kind of hoistable platform of construction and decoration |
| CN207260564U (en) * | 2017-09-20 | 2018-04-20 | 广州市番禺区第五建筑工程公司 | Scaffold board |
| CN207647159U (en) * | 2017-12-25 | 2018-07-24 | 无锡市平步五金机械包装有限公司 | The scaffold foot pedal that stretches |
| CN208294055U (en) * | 2018-05-09 | 2018-12-28 | 永春县品冠科技有限公司 | A kind of scaffold firm banking convenient for fixing and having anticollision effect |
| CN208777680U (en) * | 2018-09-13 | 2019-04-23 | 中国水利水电第九工程局有限公司 | A kind of construction scaffold fastenings |
Non-Patent Citations (1)
| Title |
|---|
| 章海彬: "《超高大跨度连廊支撑体系施工关键技术》", 《施工技术》 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111593838A (en) * | 2020-06-02 | 2020-08-28 | 重庆大学 | Self-stabilizing gradient-variable high-performance assembled roof |
| CN111593838B (en) * | 2020-06-02 | 2024-05-24 | 重庆大学 | Self-stabilization variable-gradient high-performance assembled roof |
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