CN207776404U - A kind of prefabricated concrete structure actuates adjustable pylon - Google Patents
A kind of prefabricated concrete structure actuates adjustable pylon Download PDFInfo
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- CN207776404U CN207776404U CN201721211445.XU CN201721211445U CN207776404U CN 207776404 U CN207776404 U CN 207776404U CN 201721211445 U CN201721211445 U CN 201721211445U CN 207776404 U CN207776404 U CN 207776404U
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Abstract
The utility model discloses a kind of prefabricated concrete structures to actuate adjustable pylon, includes the tripod being connect with precast wall body by screw rod through walls, and being fixedly connected with level on tripod walks on stage, and level walks on stage side equipped with guardrail.It realizes that a certain range has controllability to pylon in the direction of the width by the way that adjusting sleeve pipe is arranged on tripod, realizes that a certain range has discontinuous controllability to pylon in the direction of the width by the way that adjusting sleeve pipe is arranged on tripod；It is walked on stage by level upper setting movement of walking on stage, sliding door is arranged on guardrail realizes pylon has continuously adjustable property in a certain range in the longitudinal direction, and ensure that the horizontal closure walked on stage with guardrail；The utility model solves in assembly of shear wall structure that traditional outrigger is difficult to set up, circulation material dosage is big, easily causes the technical barrier of the common quality defects such as wall leakage, can effectively evade because construct and fabrication error caused by outrigger preformed hole and the unmatched situation of pylon lower part tripod preformed hole in prefabricated outer wall panel, it is easy for installation, securely and reliably.
Description
Technical field
The utility model is related to the pylon fields in building field, and in particular to a kind of prefabricated concrete structure actuates
Adjustable pylon.
Background technology
The assembled monolithic concrete structure in China mainly has prefabricated integral frame structure, assembled integral shearing at present
Wall construction etc., wherein be most widely used with assembly of integral shearing wall structure.Since the exterior wall of the structural system is mostly prefabricated
Concrete panel, according to conventional floor scaffolding, circulation material dosage is big, and wall-connecting piece setting is difficult；It is outstanding using shaped steel
Outrigger scaffold, circulation material is using larger, and shaped steel can not pass through precast concrete wall panel to lay, or in precast concrete wall panel
It stays and sets shaped steel hole and will make troubles to construction, and easily cause the common quality defects such as leakage.Using assembled monoblock type shear wall structure
Pylon can solve the above problems.
Since the flat shape of building is different, and there are the overhanging structures such as balcony, air-conditioning plate, moulding, such as
Pylon is made according to the engineering plane machining, it is difficult to be suitable for Other Engineering, restructuring cost is high, and economic effect is poor.To solve
The general sex chromosome mosaicism of pylon works out a kind of prefabricated concrete structure and actuates adjustable pylon.
In assembly of integral shearing wall structure, conventional pylon design when more follow a Pin pylons match one piece it is prefabricated
The principle of Side fascia.When processing prefabricated outer wall panel in factory, advance reservation corresponds to well pylon installation preformed hole, the preformed hole
It must match with pylon lower part tripod preformed hole.In the construction process, due to prefabricated outer wall panel installation error and plug-in
Easily there is not on prefabricated outer wall panel outrigger preformed hole and pylon lower part tripod preformed hole not in the presence of frame processing and fabricating error
With the case where, cause outrigger to hang installation in place difficult.Actuating adjustable pylon using a kind of prefabricated concrete structure can solve
The certainly above problem.
Utility model content
The purpose of this utility model is to provide a kind of prefabricated concrete structures to actuate adjustable pylon, solves assembly
Monoblock type shear wall structure is constructed using conventional floor scaffolding, builder's jack, and more difficult, circulation material materials are big asks
Topic, realizes versatility of the pylon in assembly of integral shearing wall structure.
Technical solution is as follows used by the utility model solves its technical problem：
A kind of prefabricated concrete structure actuates adjustable pylon, including is fixed on 5 outside of precast concrete wall panel
Tripod 1, and be fixedly connected by standing screw 4 through walls between tripod 1 and precast concrete wall panel 5, pre-cast concrete walling
Plate 5 is located at 6 top of floor, and wallboard bearing diagonal 7 is connected between precast concrete wall panel 5 and floor 6, passes through company on tripod 1
Connecting bolt 9 is fixedly connected with level and walks on stage 2, and level 2 outsides of walking on stage are fixedly connected with guardrail 3；Tripod 1 include upright bar 10,
Cross bar 11, diagonal brace 13, screw rod preformed hole 16 through walls is provided in upright bar 10, and standing screw 4 through walls passes through precast concrete wall panel
5, the screw rod preformed hole 16 through walls in upright bar 10 realizes that tripod 1 is fixed；It 2 includes that fixed walk on stage 17 and moves away that level, which is walked on stage,
Platform 18；Guardrail 3 includes nonfloating rail 19 and sliding door 20.
Stull 12 is connected between diagonal brace 13 on the tripod 1 and upright bar 10, sliding sleeve is equipped with adjusting in cross bar 11
Casing 14 has corresponding width adjusting hole on cross bar 11, adjusting sleeve pipe 14, fixed spiral shell is combined in width adjusting hole
Bolt 15 realizes width adjusting.
It 17 includes the keel 33 of walking on stage being fixedly connected that the fixation, which is walked on stage, fixed square tube 24, walks deck plate 21, walks deck plate
Overturning cover board 28 is connected with by fixed hinge 26 of walking on stage on 21；By connecting rib between two keel 33 of walking on stage being arranged oppositely
Plate 23 is fixedly connected with and is formed rail mounted preformed groove 43, fixing bolt 15 pass through it is fixed walk on stage 17 rail mounted preformed groove 43, it is real
Existing tripod 12 is fixedly connected with horizontal walk on stage.
It 18 includes mobile core pipes 25 that sliding sleeve is loaded in fixed square tube 24,25 both ends of mobile core pipe that the movement, which is walked on stage,
It is respectively fixedly connected with limit steel plate 27 and edge sealing steel plate 44, edge sealing steel plate 44 is connected with movement by turnover hinge 46 and walks on stage
Panel 32 moves away and is connected with L shapes overturning skirting board 22 by moving away table-hinges chain 45 on deck plate 32；Pass through the movement
18 mobile core pipe 25 of walking on stage and the fixed 17 sliding suit of fixation square tube 24 of walking on stage realize telescopic adjustment function.
The nonfloating rail 19 includes fence upright 34, rail horizontal rod 35, the protection network 36 being fixedly connected；Fence upright 34
Lower end is connected with additional angle bar 38 by bolt 39, adds angle bar 38 and is equipped with skirting board 37；The upper and lower side of nonfloating rail 19 point
It is not fixed with sliding rail of the fixed pipe 29 as sliding door 20.
The sliding door 20 includes the sliding door column 40 being fixedly connected, sliding door cross bar 42, protection network 36 and sliding pipe 30；It is sliding
Dynamic pipe 30 is equipped with caging bolt 31, and sliding sleeve is fixed with respectively loaded on solid positioned at 42 outside of sliding door cross bar of upper and lower
Determine the sliding pipe 30 outside pipe 29, is equipped with stiffening angle 41 between sliding door cross bar 42 and sliding pipe 30, sliding door 20 passes through set
Push-and-pull regulatory function is realized loaded on the sliding pipe 30 on nonfloating rail 19.
7 both ends of wallboard bearing diagonal are solid using bearing diagonal fixing bolt 8 with floor 6, precast concrete wall panel 5 respectively
Fixed connection.
The utility model solves in assembly of shear wall structure that traditional outrigger is difficult to set up, circulation material dosage is big, easily
The technical barrier of the common quality defects such as wall leakage is caused, and easy to operate, securely and reliably.By the way that adjusting set is arranged on tripod
Pipe realize pylon in the direction of the width a certain range have discontinuous controllability, by level walk on stage it is upper setting move away
Platform, setting sliding door realizes pylon on guardrail has continuously adjustable property in a certain range in the longitudinal direction, and ensure that
The closure that level is walked on stage with guardrail.
Description of the drawings
The utility model embodiment is described further below in conjunction with the accompanying drawings.
Fig. 1 is the scheme of installation of the utility model.
Fig. 2 is the structural schematic diagram of tripod.
Fig. 3 is the horizontal vertical view walked on stage with guardrail.
Fig. 4 is the horizontal front view walked on stage with guardrail.
Fig. 5 is the horizontal sectional view walked on stage with guardrail.
Fig. 6 is the horizontal structural schematic diagram walked on stage with guardrail.
Fig. 7 is fixed walks on stage and the mobile vertical view walked on stage.
Fig. 8 is the fixed sectional view walked on stage.
Fig. 9 is the mobile sectional view walked on stage.
Figure 10 is the structural schematic diagram of nonfloating rail.
Figure 11 is the sectional view of nonfloating rail.
Figure 12 is the structural schematic diagram of sliding door.
Figure 13 is the sectional view of sliding door.
Figure label is：1. tripod, 2. levels are walked on stage, 3. guardrails, 4. standing screws through walls, 5. pre-cast concrete wallings
Plate, 6. floors, 7. wallboard bearing diagonals, 8. bearing diagonal foot fixing bolts, 9. connection bolts, 10. upright bars, 11. cross bars, 12. is horizontal
Support, 13. diagonal braces, 14. adjusting sleeve pipes, 15. fixing bolts, 16. screw rod preformed holes through walls, 17. fixations are walked on stage, and 18. move away
Platform, 19. nonfloating rails, 20. sliding doors, 21. fix deck plate, and 22. overturning skirting boards, 23. connection floors, 24. fix square tube,
25. movement core pipe, 26. fix hinge of walking on stage, and 27. limit steel plates, 28. overturning cover boards, 29. fix pipes, and 30. slide pipes,
31. deck plate is moved away caging bolt, 32., 33. walk on stage keel, 34. fence uprights, 35. rail horizontal rods, 36. protection networks, and 37.
Skirting board, 38. additional angle bar, 39. fixing bolts, 40. sliding door columns, 41. stiffening angles, 42. sliding door cross bars, 43. rail mounteds
Preformed groove, 44. edge sealing steel plates, 45. move away table-hinges chain, 46. turnover hinges.
Specific implementation mode
Referring to attached drawing, a kind of prefabricated concrete structure actuates adjustable pylon, including is fixed on pre-cast concrete walling
The tripod 1 in 5 outside of plate, and be fixedly connected by standing screw 4 through walls between tripod 1 and precast concrete wall panel 5, it is prefabricated
Concrete panel 5 is located at 6 top of floor, and wallboard bearing diagonal 7, tripod 1 are connected between precast concrete wall panel 5 and floor 6
Upper to be fixedly connected with level by connecting bolt 9 and walk on stage 2, level 2 outsides of walking on stage are fixedly connected with guardrail 3；Tripod 1 includes
Upright bar 10, cross bar 11, diagonal brace 13, screw rod preformed hole 16 through walls is provided in upright bar 10, and standing screw 4 through walls passes through concrete
Screw rod preformed hole 16 through walls on cob wall plate 5, upright bar 10 realizes that tripod 1 is fixed；Level walks on stage 2 including fixing 17 Hes of walking on stage
It is mobile to walk on stage 18；Guardrail 3 includes nonfloating rail 19 and sliding door 20；It is connected with cross between diagonal brace 13 on tripod 1 and upright bar 10
12 are supportted, sliding sleeve is equipped with adjusting sleeve pipe 14 in cross bar 11, and corresponding width adjusting is had on cross bar 11, adjusting sleeve pipe 14
Hole is combined with fixing bolt 15 in width adjusting hole and realizes width adjusting；Fixed 17 keel of walking on stage including being fixedly connected of walking on stage
33, it fixes square tube 24, walk deck plate 21, walk and overturning cover board 28 is connected with by fixed hinge 26 of walking on stage on deck plate 21；Two
It is fixedly connected by connection floor 23 between the keel 33 of walking on stage being arranged oppositely and forms rail mounted preformed groove 43, fixing bolt
15 pass through it is fixed walk on stage 17 rail mounted preformed groove 43, realize that tripod 12 is fixedly connected with horizontal walk on stage；It is mobile to walk on stage 18
It is loaded on the mobile core pipe 25 in fixed square tube 24 including sliding sleeve, 25 both ends of mobile core pipe have been respectively fixedly connected with limit steel plate 27
With edge sealing steel plate 44, edge sealing steel plate 44 is connected with by turnover hinge 46 and moves away deck plate 32, is moved away and is led on deck plate 32
Cross move away table-hinges chain 45 be connected with L-shaped overturning skirting board 22；By the movement walk on stage 18 mobile core pipe 25 and it is fixed walk
The sliding suit of fixation square tube 24 of platform 17 realizes telescopic adjustment function；Nonfloating rail 19 includes the fence upright being fixedly connected
34, rail horizontal rod 35, protection network 36；34 lower end of fence upright is connected with additional angle bar 38 by bolt 39, adds on angle bar 38
Equipped with skirting board 37；The upper and lower side of nonfloating rail 19 is fixed with sliding rail of the fixed pipe 29 as sliding door 20 respectively；It moves
Door 20 includes the sliding door column 40 being fixedly connected, sliding door cross bar 42, protection network 36 and sliding pipe 30；It is set on sliding pipe 30
There is caging bolt 31, being fixed with sliding sleeve respectively positioned at 42 outside of sliding door cross bar of upper and lower is loaded on outside fixed pipe 29
Pipe 30 is slided, is equipped with stiffening angle 41 between sliding door cross bar 42 and sliding pipe 30, sliding door 20 is by being set in nonfloating rail
Sliding pipe 30 on 19 realizes push-and-pull regulatory function；7 both ends of wallboard bearing diagonal respectively with floor 6, precast concrete wall panel 5
It is fixedly connected using bearing diagonal fixing bolt 8.
Tripod 1 is the triangular support bracket that be made 650mm wide, 1350mm high are welded by shaped steel, upright bar 10, cross bar
11, which are respectively adopted 80 × 80 × 4.5mm square tubes, is made, and 50 × 50 × 3.5mm square tube systems are respectively adopted in stull 12, diagonal brace 13
It forms, adjusting sleeve pipe 14 is made using 70 × 70 × 4.5mm square tubes, and is connected and fixed using connection bolt 15, is used for
Adjustment width, tripod maximal regulated width are 350mm.
Level walk on stage 17 keel 33 of walking on stage of the fixation on 2 of walking on stage are used using 63 × 63 × 5mm angle steel, connection floor 23
10mm steel plates, fixation square tube 24 use using 50 × 50 × 3.5mm square steel, walk the use 2mm thickness checkered steel plates of deck plate 21, with
Keel 33, connection floor 23, fixed square tube 24 walk on stage by being welded to connect, and by it is fixed walk on stage hinge 26 with it is thick using 2mm
The overturning cover board 28 of checkered steel plate connects.
Level walk on stage 2 movement walk on stage 18 mobile core pipe 25 use 40 × 40 × 3mm angle steel, limit steel plate 27 and envelope
Side steel plate 44 is all made of 10mm steel plates, and three is by being welded to connect.Edge sealing steel plate 44 is by moving away table-hinges chain 46 and using
2mm thickness checkered steel plates move away the connection of deck plate 32, move away deck plate 32 by moving away table-hinges chain 45 and using 2mm thick
The L-shaped overturning skirting board 21 of checkered steel plate connects；The movement walk on stage 18 by sliding sleeve loaded on the fixed movement walked on stage in 17
Core pipe 25 realizes telescopic adjustment function, and maximal regulated length is 500mm.
The fence upright 34 of the nonfloating rail 19 of guardrail 3 using 25 × 25 × 3mm square steel, rail horizontal rod 35 using 25 ×
25 × 3mm square steel, skirting board 37 use 3mm thickness checkered steel plates, and using the 40 × 40mm protection networks 36 and guardrail of diameter 3mm
Column 34, rail horizontal rod 35, skirting board 37 weld integral；34 bottom of fence upright by bolt 39 with using 50 × 50 ×
The additional angle bar 38 of 5mm angle steel connects；Fixed pipe 30 is respectively welded using the pipe of diameter 32mm, thickness 2mm in nonfloating rail
17 top and the bottom, the sliding rail as sliding door 20.
The sliding door column 40 of the sliding door 20 of guardrail 3 using 25 × 25 × 3mm square steel, sliding door cross bar 42 using 25 × 25 ×
3mm square steel, stiffening angle 41 use 50 × 50 × 5mm angle steel, and using the 40 × 40mm protection networks 36 and sliding door of diameter 3mm
Column 40, sliding door cross bar 42, stiffening angle 41 weld integral；Pipe of the pipe 30 using diameter 26mm, thickness 2mm is slided, on
The specification of the caging bolt 31 of portion's welding is M12, and sliding pipe 30 is parallel to be welded on the outside of the sliding door cross bar of top and the bottom and be coated at
On fixed pipe 30；The sliding door 20 realizes push-and-pull regulatory function by the sliding pipe 30 being coated on nonfloating rail, maximum
Adjustable range is 500mm.
Precast concrete wall panel 5 completes in factory, after floor 6 reaches some strength, carries out precast concrete
The lifting of wallboard 5, precast concrete wall panel 5 and floor 6 are embedded with bearing diagonal foot fixing bolt 8, and precast concrete wall panel 5 lifts
To designated position, connected in floor 6 by wallboard bearing diagonal 7；
The length and width required according to pylon assembles tripod 1, level 2, guardrail 3 of walking on stage, using moving away
20 adjustment length of platform 18 and sliding door, utilizes 14 adjustment width of tripod adjusting sleeve pipe.Then pylon is sling with lifting appliance
To installation site, standing screw 4 through walls is passed through into the screw rod preformed hole 16 through walls on Side fascia and pylon square tube column, with
Cover nut check.Install pylon one by one as stated above, fine tuning movement is walked on stage and sliding door tightens limit after protection is closed
Position bolt 31, completes outrigger installation, and job platform is constructed and gone along with sb. to guard him to this layer of pylon as this layer after installing.When the layer
After construction, it can install upwards as stated above to recycle.
Claims (4)
1. a kind of prefabricated concrete structure actuates adjustable pylon, including is fixed on the outside of precast concrete wall panel (5)
Tripod (1), and be fixedly connected by standing screw through walls (4) between tripod (1) and precast concrete wall panel (5), it is prefabricated
Concrete panel (5) is located above floor (6), and wallboard bearing diagonal is connected between precast concrete wall panel (5) and floor (6)
(7), it is walked on stage (2) on tripod (1) by connecting bolt (9) level of being fixedly connected with, level is walked on stage and is fixedly connected on the outside of (2)
Guardrail (3)；Tripod (1) includes upright bar (10), cross bar (11), diagonal brace (13), and it is pre- to be provided with screw rod through walls in upright bar (10)
It boxes out (16), through walls screw rod preformed hole (16) of the standing screw (4) through walls in precast concrete wall panel (5), upright bar (10)
Realize that tripod (1) is fixed；Level walk on stage (2) include it is fixed walk on stage (17) and move walk on stage (18)；Guardrail (3) includes fixed protects
Column (19) and sliding door (20)；
It is connected with stull (12) between diagonal brace (13) and upright bar (10) on the tripod (1), suit is slided in cross bar (11)
There is adjusting sleeve pipe (14), have corresponding width adjusting hole on cross bar (11), adjusting sleeve pipe (14), in width adjusting hole
It is combined with fixing bolt (15) and realizes width adjusting；
The fixation walk on stage (17) include the keel of walking on stage (33) being fixedly connected, fixed square tube (24), walk deck plate (21), walk on stage
Overturning cover board (28) is connected with by fixed hinge (26) of walking on stage on panel (21)；Two keel of walking on stage (33) being arranged oppositely it
Between by connecting floor (23) be fixedly connected with and formed rail mounted preformed groove (43), fixing bolt (15) passes through fixation to walk on stage (17)
Rail mounted preformed groove (43), realize that tripod (1) is walked on stage being fixedly connected of (2) with level；
The movement walk on stage (18) include mobile core pipe (25) that sliding sleeve is loaded in fixed square tube (24), mobile core pipe (25) two
End has been respectively fixedly connected with limit steel plate (27) and edge sealing steel plate (44), and edge sealing steel plate (44) is connected with by turnover hinge (46)
Deck plate (32) is moved away, moves away and is connected with L-shaped overturning skirting board by moving away table-hinges chain (45) on deck plate (32)
(22)；By the movement walk on stage (18) mobile core pipe (25) with it is fixed walk on stage (17) fixation square tube (24) sliding suit it is real
Telescopic adjustment function is showed.
2. a kind of prefabricated concrete structure according to claim 1 actuates adjustable pylon, which is characterized in that described
Nonfloating rail (19) includes the fence upright (34), rail horizontal rod (35), protection network (36) being fixedly connected；Under fence upright (34)
End is connected with additional angle bar (38) by bolt (39), adds angle bar (38) and is equipped with skirting board (37)；Nonfloating rail (19)
Upper and lower side is fixed with sliding rail of the fixed pipe (29) as sliding door (20) respectively.
3. a kind of prefabricated concrete structure according to claim 1 actuates adjustable pylon, which is characterized in that described
Sliding door (20) includes the sliding door column (40) being fixedly connected, sliding door cross bar (42), protection network (36) and sliding pipe (30)；Sliding
Pipe (30) is equipped with caging bolt (31), is located on the outside of the sliding door cross bar (42) of upper and lower and is fixed with sliding suit respectively
In the sliding pipe (30) of fixed pipe (29) outside, stiffening angle is equipped between sliding door cross bar (42) and sliding pipe (30)
(41), sliding door (20) realizes push-and-pull regulatory function by the sliding pipe (30) being set on nonfloating rail 19.
4. a kind of prefabricated concrete structure according to claim 1 actuates adjustable pylon, which is characterized in that described
Wallboard bearing diagonal (7) both ends connect respectively using bearing diagonal fixing bolt (8) is fixed with floor (6), precast concrete wall panel (5)
It connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721211445.XU CN207776404U (en) | 2017-09-21 | 2017-09-21 | A kind of prefabricated concrete structure actuates adjustable pylon |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721211445.XU CN207776404U (en) | 2017-09-21 | 2017-09-21 | A kind of prefabricated concrete structure actuates adjustable pylon |
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| Publication Number | Publication Date |
|---|---|
| CN207776404U true CN207776404U (en) | 2018-08-28 |
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ID=63219335
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721211445.XU Active CN207776404U (en) | 2017-09-21 | 2017-09-21 | A kind of prefabricated concrete structure actuates adjustable pylon |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700818A (en) * | 2017-09-21 | 2018-02-16 | 安徽建工建筑工业有限公司 | A kind of prefabricated concrete structure actuates adjustable pylon |
| CN110029579A (en) * | 2019-03-16 | 2019-07-19 | 驿涛建工股份有限公司 | A kind of bridge construction suspension operation platform |
| CN110439248A (en) * | 2019-07-11 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of adjustable assembled hanger of assembly of integral shearing wall structure |
| CN114541728A (en) * | 2022-02-28 | 2022-05-27 | 中建三局集团有限公司 | Lightweight and modular self-climbing external frame system for assembled structure |
-
2017
- 2017-09-21 CN CN201721211445.XU patent/CN207776404U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700818A (en) * | 2017-09-21 | 2018-02-16 | 安徽建工建筑工业有限公司 | A kind of prefabricated concrete structure actuates adjustable pylon |
| CN110029579A (en) * | 2019-03-16 | 2019-07-19 | 驿涛建工股份有限公司 | A kind of bridge construction suspension operation platform |
| CN110439248A (en) * | 2019-07-11 | 2019-11-12 | 中国十七冶集团有限公司 | A kind of adjustable assembled hanger of assembly of integral shearing wall structure |
| CN114541728A (en) * | 2022-02-28 | 2022-05-27 | 中建三局集团有限公司 | Lightweight and modular self-climbing external frame system for assembled structure |
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