CN208293566U - A kind of steel reinforcement cage positioning hangar system - Google Patents
A kind of steel reinforcement cage positioning hangar system Download PDFInfo
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- CN208293566U CN208293566U CN201820761209.3U CN201820761209U CN208293566U CN 208293566 U CN208293566 U CN 208293566U CN 201820761209 U CN201820761209 U CN 201820761209U CN 208293566 U CN208293566 U CN 208293566U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 176
- 239000010959 steel Substances 0.000 title claims abstract description 176
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- 239000003351 stiffener Substances 0.000 claims description 4
- 210000003205 muscle Anatomy 0.000 description 7
- 238000009434 installation Methods 0.000 description 5
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- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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- VIKNJXKGJWUCNN-XGXHKTLJSA-N norethisterone Chemical compound O=C1CC[C@@H]2[C@H]3CC[C@](C)([C@](CC4)(O)C#C)[C@@H]4[C@@H]3CCC2=C1 VIKNJXKGJWUCNN-XGXHKTLJSA-N 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The application discloses a kind of steel reinforcement cage positioning hangar system, and the system comprises hanging positioning ring, eight limit steel plate hooks, positioning support flat base and two shoulder pole girders；Balancing stand is provided between two shoulder pole girders, the balancing stand is in "×" shape, and the balancing stand includes the balance plate of two pieces of intersections, and the both ends of the balance plate are connect with the endpoint on the diagonal line of two shoulder pole girders respectively.The application solves the problems, such as that steel reinforcement cage is not connected firmly, is of low quality, the time is grown by setting positioning support flat base and eight limit steel plates hooks.
Description
Technical field
This application involves steel reinforcement cages to position hanging technical field, in particular to a kind of steel reinforcement cage positions hangar system.
Background technique
Steel reinforcement cage primarily function is similarly, mainly to play drawing-resistant function with the stress of pillar longitudinal reinforcement, concrete
Compression strength is high but tensile strength is very low.Play the role of constraint to pile concrete, makes it to bear certain horizontal force.
There is single-point stress, causes its structure insecure, steel reinforcement cage company occur in hanging installation in steel reinforcement cage in the prior art
Connect problem of low quality, that the Connection Time is long.
Utility model content
The application's is designed to provide a kind of steel reinforcement cage positioning hangar system, to solve existing equipment installation steel reinforcement cage matter
Measure not high problem.
According to an embodiment of the present application, a kind of steel reinforcement cage positioning hangar system is provided, the system comprises hangings to position
Ring, eight limit steel plate hooks, positioning support flat base and two shoulder pole girders；The shoulder pole girder includes steel plate, two the first reinforcements
Plate component, two blocks of work steel and two the second stiffening plate components, two blocks of work steel are arranged along the length direction of the steel plate in institute
State the on both sides of the middle of steel plate；The both ends of the steel plate, and first stiffening plate is arranged in two the first stiffening plate components
The upper end of the work steel is arranged in component；The first stiffening plate component includes two the first stiffening plates, and two described first add
Strong plate is arranged in the two sides of the steel plate, and two the second stiffening plate components are arranged in the both ends of the steel plate, and described the
The lower end of the work steel is arranged in two stiffening plate components；The second stiffening plate component includes two the second stiffening plates, two institutes
State the two sides that the steel plate is arranged in the second stiffening plate；The shoulder pole girder further includes two lifting holes and two bearing hole groups, institute
Lifting hole is stated through the first stiffening plate component and the steel plate, the bearing hole group includes two bearing holes, two load-bearing
The second stiffening plate component and the steel plate are run through in hole, and two bearing holes are arranged along the length direction of the steel plate；
Balancing stand is provided between two shoulder pole girders, the balancing stand is in "×" shape, and the balancing stand includes two pieces of intersections
Balance plate, the both ends of the balance plate are connect with the endpoint on the diagonal line of two shoulder pole girders respectively；
The limit steel plate hook includes the first hanging hook assembly and the second hanging hook assembly, the shape of first hanging hook assembly
To fall concave, the lower part of first hanging hook assembly is connect with one end of second hanging hook assembly, first hook
The upper end of component is provided with handle；
The positioning support flat base includes positioning support flat base ontology, connector and doughnut-shaped steel plate, and the positioning support is flat
Playscript with stage directions body is provided centrally with square hole, and the quantity of the connector is four, and four connectors are separately positioned on described
The quadrangle of square hole, the positioning support flat base ontology are connect by the connector with the doughnut-shaped steel plate；
The groove of first hanging hook assembly matches with the doughnut-shaped steel plate；
The hanging positioning ring is movably arranged on the upper end of first hanging hook assembly；
The hanging positioning ring includes positioning ring body and four hanging rings, and four hanging rings and the positioning ring body are solid
Fixed connection, four hanging rings are uniformly arranged in the positioning ring body, are provided with several through-holes in the positioning ring body；
Perforation and connection through-hole are set on the hanging ring, and the top of the connection through-hole is arranged in the eyelet, described
Hanging ring is an integral molding structure.
Further, the connector includes main connector, and the main connector includes first support bar, second support bar
With third support rod, the first support bar is arranged in the interior angle angular bisector of the square hole, the second support bar and
Third support rod is arranged in the two sides of the first support bar, the second support bar and the third support rod respectively with it is described
The side of square hole is vertical, and the first support bar, second support bar and third support rod are connect with the doughnut-shaped steel plate respectively
One end be overlapped.
Further, the connector further includes connection assist, and the connection assist includes the 4th support rod and the
Five support rods, the 4th support rod and the 5th support rod are separately positioned on the two sides of the main connector, and described 4th
Strut and the 5th support rod are vertical with the side of the square hole respectively.
Further, the positioning support flat base ontology is internally provided with stiffener.
From the above technical scheme, the embodiment of the present application provides a kind of steel reinforcement cage positioning hangar system, the system packet
Include hanging positioning ring, eight limit steel plate hooks, positioning support flat base and two shoulder pole girders；The shoulder pole girder includes steel plate, two
A first stiffening plate component, two blocks of work steel and two the second stiffening plate components, two blocks of work steel are along the length side of the steel plate
To the on both sides of the middle that the steel plate is arranged in；The both ends of the steel plate are arranged in two the first stiffening plate components, and described
The upper end of the work steel is arranged in first stiffening plate component；The first stiffening plate component include two the first stiffening plates, two
The two sides of the steel plate are arranged in first stiffening plate, and two the second stiffening plate components are arranged in the two of the steel plate
End, and the lower end of the work steel is arranged in the second stiffening plate component；The second stiffening plate component includes two second and adds
The two sides of the steel plate are arranged in strong plate, two second stiffening plates；The shoulder pole girder further includes two lifting holes and two
The first stiffening plate component and the steel plate are run through in bearing hole group, the lifting hole, and the bearing hole group includes two load-bearing
Hole, two bearing holes run through the second stiffening plate component and the steel plate, length direction of two bearing holes along the steel plate
Setting；Balancing stand is provided between two shoulder pole girders, the balancing stand is in "×" shape, and the balancing stand includes the flat of two pieces of intersections
Weigh plate, and the both ends of the balance plate are connect with the endpoint on the diagonal line of two shoulder pole girders respectively.The application passes through setting positioning
Support platform and eight limit steel plates hooks, solve the problems, such as that steel reinforcement cage is not connected firmly, is of low quality, the time is grown.
Detailed description of the invention
In order to illustrate the technical solutions in the embodiments of the present application or in the prior art more clearly, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the application
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the perspective view that hangar system is positioned according to a kind of steel reinforcement cage shown in the embodiment of the present application；
Fig. 2 is the main view according to the shoulder pole girder shown in the embodiment of the present application；
Fig. 3 is the side view according to the shoulder pole girder shown in the embodiment of the present application；
Fig. 4 is the structural schematic diagram according to the limit steel plate hook shown in the embodiment of the present application；
Fig. 5 is the top view according to limit hook and positioning support flat base shown in the embodiment of the present application；
Fig. 6 is the main view according to doughnut-shaped steel plate and limit steel plate hook shown in the embodiment of the present application；
Fig. 7 is the top view according to hanging positioning ring, limit steel plate hook and doughnut-shaped steel plate shown in the embodiment of the present application；
Fig. 8 is the main view according to the hanging ring shown in the embodiment of the present application.
It illustrates: where 1- hanging positioning ring, 11- positioning ring body, 111- through-hole, 12- hanging ring, 121- eyelet,
122- connection through-hole, 2- limit steel plate hook, the first hanging hook assembly of 21-, 211- handle, the second hanging hook assembly of 22-, 3- positioning branch
Support platform, 31- positioning support flat base ontology, 32- connector, the main connector of 321-, 3211- first support bar, 3212- second
Strut, 3213- third support rod, 322- connection assist, the 4th support rod of 3221-, the 5th support rod of 3222-, 33- ring steel
Plate, 4- shoulder pole girder, 41- steel plate, 42- the first stiffening plate component, the first stiffening plate of 421-, 43- work steel, the second stiffening plate of 44- portion
Part, the second stiffening plate of 441-, 45- lift hole, 46- bearing hole group, 461- bearing hole, 47- balancing stand, 471- balance plate.
Specific embodiment
Embodiment one
Refering to fig. 1, the embodiment of the present application provides a kind of steel reinforcement cage positioning hangar system, and the system comprises hanging positioning rings
1, eight limit steel plate hooks 2, positioning support flat base 3 and two shoulder pole girders 4；
As shown in Figures 2 and 3, the shoulder pole girder 4 includes 41, two the first stiffening plate components of steel plate, 42, two blocks of work steel 43
With two the second stiffening plate components 44, the steel plate 41 is arranged in along the length direction of the steel plate 41 in two blocks of work steel 43
On both sides of the middle；The both ends of the steel plate 41, and the first stiffening plate component is arranged in two the first stiffening plate components 42
42 are arranged in the upper end of the work steel 43；The first stiffening plate component 42 includes two the first stiffening plates 421, and two described the
The two sides of the steel plate 41 are arranged in one stiffening plate 421, and the steel plate 41 is arranged in two the second stiffening plate components 44
Both ends, and the lower end of the work steel 43 is arranged in the second stiffening plate component 44；The second stiffening plate component 44 includes two
The two sides of the steel plate 41 are arranged in a second stiffening plate 441, two second stiffening plates 441；The shoulder pole girder 4 further includes
The first stiffening plate component 42 and the steel plate are run through in two lifting holes 45 and two bearing hole groups 46, the lifting hole 45
41, the bearing hole group 46 includes two bearing holes 461, and two bearing holes 461 run through the second stiffening plate component 44 and institute
Steel plate 41 is stated, two bearing holes 461 are arranged along the length direction of the steel plate 41；
Two blocks of work steel 43 are arranged along the length direction of the steel plate 41, can reinforce the fastness of steel plate 41, guarantee simultaneously
The balance of shoulder pole girder 4.Two bearing hole groups 46 are set in the application, and bearing hole group 46 includes two bearing holes 461, it is described
Shoulder pole girder 4 can be used for installing the steel reinforcement cage of different specification size, and symmetrical bearing hole 461 can be used in different bearing hole groups 46
In the installation of various sizes of steel reinforcement cage.For example, the bearing hole 461 of two different bearing hole groups 46 being closer can be used for
The installation of the steel reinforcement cage of smaller size, the farther away bearing hole 461 of distance can be used for larger ruler in two different bearing hole groups 46
The installation of very little steel reinforcement cage.
First stiffening plate component 42 and the second stiffening plate component 44 are to play reinforcement lifting hole 45 and 461 position of bearing hole
Intensity.
Referring again to Fig. 3, balancing stand 47 is provided between two shoulder pole girders 4, the balancing stand 47 is in "×" shape, described flat
The frame 47 that weighs includes the balance plate 471 of two pieces of intersections, and the both ends of the balance plate 471 are respectively and on the diagonal line of two shoulder pole girders 4
Endpoint connection；
In order to better ensure that the quality of steel reinforcement cage, two shoulder pole girders 4 meet in parallel and in a horizontal plane
On requirement, the requirement that two shoulder pole girders 4 are on a horizontal surface can pass through the rope for adjusting the top of shoulder pole girder 4
Length be unanimously guaranteed, and in external operating environment the parallel position of two shoulder pole girders 4 it is general it is difficult to ensure that, exist in this way
It may cause the skew of hangs muscle when lifting hangs muscle, finally influence the quality of steel reinforcement cage.The embodiment of the present application passes through in two shoulder poles
Balancing stand is set between beam 4, can make to form multiple triangles between two shoulder pole girders 4 in this way, improves the firmness of shoulder pole girder 4
While, it can be ensured that two shoulder pole girders 4 are constantly in parallel.
As shown in figure 4, limit steel plate hook 2 includes the first hanging hook assembly 21 and the second hanging hook assembly 22, described the
The shape of one hanging hook assembly 21 is concave, the lower part of first hanging hook assembly 21 and second hanging hook assembly 22
One end connection, the upper end of first hanging hook assembly 21 is provided with handle 211；The effect of the handle 211 is for convenience of operator
Member transports the limit steel plate hook 2.
As shown in figure 5, the positioning support flat base 3 includes positioning support flat base ontology 31, connector 32 and doughnut-shaped steel plate
33, the positioning support flat base ontology 31 is provided centrally with square hole, and the quantity of the connector 32 is four, described in four
Connector 32 is separately positioned on the quadrangle of the square hole, the positioning support flat base ontology 31 by the connector 32 with
The doughnut-shaped steel plate 33 connects；
As shown in fig. 6, the groove of first hanging hook assembly 21 matches with the doughnut-shaped steel plate 33；
The hanging positioning ring 1 is movably arranged on the upper end of first hanging hook assembly 21；
As shown in fig. 7, the hanging positioning ring 1 includes positioning ring body 11 and four hanging rings 12, four hanging rings 12
It is fixedly connected with the positioning ring body 11, four hanging rings 12 are uniformly arranged in the positioning ring body 11, described fixed
Several through-holes 111 are provided in the ring body 11 of position；
As shown in figure 8, perforation 121 and connection through-hole 122 are arranged on the hanging ring 12, the eyelet 121 is arranged in institute
The top of connection through-hole 122 is stated, the hanging ring 12 is an integral molding structure.
In the application, hanging positioning ring 1 be applied in the connection through-hole 122, the structure can will hanging positioning ring 1 and
The securely connection of hanging ring 12.The hanging ring 12 is an integral molding structure, and ensure that the globality and firmness of hanging ring 12.
Specifically, positioning support flat base 3, the center of the square hole on the positioning support flat base 3 and shield are installed first
Cylinder center is overlapped, and eight limit steel plate hooks 2 are symmetrically installed along doughnut-shaped steel plate 33, transfer first segment steel reinforcement cage, steel reinforcement cage branch
It supports on limit steel plate hook 2.The second to seven section steel reinforcement cages of decentralization, entire steel reinforcement cage in installation process are installed according to above-mentioned steps
It is moderate to be in hanging state.By hangs muscle pass through hanging positioning ring 1, and by hangs muscle anchor in hanging positioning ring 1 on, the hangs muscle with hang
It hangs positioning ring 1 to connect by attaching nut, lifting hanging positioning ring 1 keeps hangs muscle in a vertical state, and hangs muscle lower end and reinforcing bar
Cage welding is firm.Steel reinforcement cage is transferred, by hanging 1 gentle support of positioning ring on limit steel plate hook 2, steel reinforcement cage decentralization terminates.
This system strong operability, when worker installs steel reinforcement cage, operation is easy to operate.Stage steel reinforcement cage is transferred in steel reinforcement cage
Uniform force is not in single-point stress；After steel reinforcement cage decentralization, the weight of steel reinforcement cage passes through hanging positioning ring 1
Limit steel plate is transferred to this and links up with 2, positioning support flat base 3, is finally transferred to drilling platform, whole system forced area is big,
Sound construction is reliable, is applicable in very much.The support that steel plate links up with 2 pairs of frameworks of steel reinforcement is limited by eight pieces, solves previous derrick four
The problem of framework of steel reinforcement deforms when a suspension centre is hung, main reinforcement merging precision significantly improves, and docking time is reduced.Pass through positioning support
Platform 3, limit steel plate hook 2, hanging positioning ring 1 reduce the deviations of framework of steel reinforcement, controllable firmly 10 milli of deviations
Within rice.
From the above technical scheme, the embodiment of the present application provides a kind of steel reinforcement cage positioning hangar system, the system packet
Include 1, eight limit steel plate hook 2 of hanging positioning ring, positioning support flat base 3 and two shoulder pole girders 4；The shoulder pole girder 4 includes steel
Plate 41, two the first stiffening plate components, 42, two blocks of work steel 43 and two the second stiffening plate components 44, two blocks of work steel 43 are along institute
The on both sides of the middle of the steel plate 41 is arranged in the length direction for stating steel plate 41；Two the first stiffening plate components 42 are arranged in institute
The both ends of steel plate 41 are stated, and the upper end of the work steel 43 is arranged in the first stiffening plate component 42；First stiffening plate portion
Part 42 includes two the first stiffening plates 421, and the two sides of the steel plate 41, two institutes are arranged in two first stiffening plates 421
The both ends that the steel plate 41 is arranged in the second stiffening plate component 44 are stated, and the second stiffening plate component 44 is arranged in the work steel
43 lower end；The second stiffening plate component 44 includes two the second stiffening plates 441, and two second stiffening plates 441 are arranged
In the two sides of the steel plate 41；The shoulder pole girder 4 further includes two lifting holes 45 and two bearing hole groups 46, the lifting hole 45
Through the first stiffening plate component 42 and the steel plate 41, the bearing hole group 46 includes two bearing holes 461, two load-bearing
The second stiffening plate component 44 and the steel plate 41, length direction of two bearing holes 461 along the steel plate 41 are run through in hole 461
Setting；Balancing stand 47 is provided between two shoulder pole girders 4, the balancing stand 47 is in "×" shape, and the balancing stand 47 includes two pieces
The both ends of the balance plate 471 of intersection, the balance plate 471 are connect with the endpoint on the diagonal line of two shoulder pole girders 4 respectively.This Shen
Please link up with 2 by setting positioning support flat base 3 and eight limit steel plates, solve steel reinforcement cage be not connected firmly, be of low quality,
The problem of time length.
Embodiment two, the difference with embodiment one is only:
Further, as shown in figure 5, the connector 32 includes main connector 321, the main connector 321 includes the
One support rod 3211, second support bar 3212 and third support rod 3213, the first support bar 3211 are arranged in the pros
The interior angle angular bisector in shape hole, the second support bar 3212 and third support rod 3213 are arranged in the first support bar 3211
Two sides, the second support bar 3212 and the third support rod 3213 are vertical with the side of the square hole respectively, described
One end weight that first support bar 3211, second support bar 3212 and third support rod 3213 are connect with the doughnut-shaped steel plate 33 respectively
It closes.
The connector 32 is connect for connecting the positioning support flat base ontology 31 with the doughnut-shaped steel plate 33.
Further, the connector 32 further includes connection assist 322, and the connection assist 322 includes the 4th
Strut 3221 and the 5th support rod 3222, the 4th support rod 3221 and the 5th support rod 3222 are separately positioned on the main company
The two sides of fitting 321, and the 4th support rod 3221 and the 5th support rod 3222 are vertical with the side of the square hole respectively.
The connection assist 322 can increase to be connected between the positioning support flat base ontology 31 and the doughnut-shaped steel plate 33
The fastness connect.
Further, the positioning support flat base ontology 31 is internally provided with stiffener.Stiffener can be reinforced
The intensity of positioning support flat base ontology 31.
From the above technical scheme, the embodiment of the present application provides a kind of steel reinforcement cage positioning hangar system, the system packet
Include 1, eight limit steel plate hook 2 of hanging positioning ring, positioning support flat base 3 and two shoulder pole girders 4；The shoulder pole girder 4 includes steel
Plate 41, two the first stiffening plate components, 42, two blocks of work steel 43 and two the second stiffening plate components 44, two blocks of work steel 43 are along institute
The on both sides of the middle of the steel plate 41 is arranged in the length direction for stating steel plate 41；Two the first stiffening plate components 42 are arranged in institute
The both ends of steel plate 41 are stated, and the upper end of the work steel 43 is arranged in the first stiffening plate component 42；First stiffening plate portion
Part 42 includes two the first stiffening plates 421, and the two sides of the steel plate 41, two institutes are arranged in two first stiffening plates 421
The both ends that the steel plate 41 is arranged in the second stiffening plate component 44 are stated, and the second stiffening plate component 44 is arranged in the work steel
43 lower end；The second stiffening plate component 44 includes two the second stiffening plates 441, and two second stiffening plates 441 are arranged
In the two sides of the steel plate 41；The shoulder pole girder 4 further includes two lifting holes 45 and two bearing hole groups 46, the lifting hole 45
Through the first stiffening plate component 42 and the steel plate 41, the bearing hole group 46 includes two bearing holes 461, two load-bearing
The second stiffening plate component 44 and the steel plate 41, length direction of two bearing holes 461 along the steel plate 41 are run through in hole 461
Setting；Balancing stand 47 is provided between two shoulder pole girders 4, the balancing stand 47 is in "×" shape, and the balancing stand 47 includes two pieces
The both ends of the balance plate 471 of intersection, the balance plate 471 are connect with the endpoint on the diagonal line of two shoulder pole girders 4 respectively.This Shen
Please link up with 2 by setting positioning support flat base 3 and eight limit steel plates, solve steel reinforcement cage be not connected firmly, be of low quality,
The problem of time length.
Those skilled in the art will readily occur to its of the application after considering specification and practicing application disclosed herein
Its embodiment.This application is intended to cover any variations, uses, or adaptations of the application, these modifications, purposes or
Person's adaptive change follows the general principle of the application and including the undocumented common knowledge in the art of the application
Or conventional techniques.The description and examples are only to be considered as illustrative, and the true scope and spirit of the application are by following
Claim is pointed out.
It should be understood that the application is not limited to the precise structure that has been described above and shown in the drawings, and
And various modifications and changes may be made without departing from the scope thereof.Scope of the present application is only limited by the accompanying claims.
Claims (4)
1. a kind of steel reinforcement cage positions hangar system, which is characterized in that the system comprises hanging positioning ring (1), eight limit steel
Plate links up with (2), positioning support flat base (3) and two shoulder pole girders (4)；
The shoulder pole girder (4) include steel plate (41), two the first stiffening plate components (42), two pieces of work steel (43) and two second plus
Strong plate component (44), two pieces of work steel (43) are arranged along the length direction of the steel plate (41) at the middle part of the steel plate (41)
Two sides；Two the first stiffening plate components (42) are arranged at the both ends of the steel plate (41), and the first stiffening plate component
(42) it is arranged in the upper end of the work steel (43)；The first stiffening plate component (42) include two the first stiffening plates (421), two
A first stiffening plate (421) setting is in the two sides of the steel plate (41), two the second stiffening plate component (44) settings
At the both ends of the steel plate (41), and the second stiffening plate component (44) is arranged in the lower end of the work steel (43)；Described
Two stiffening plate components (44) include two the second stiffening plates (441), and two second stiffening plates (441) are arranged in the steel plate
(41) two sides；The shoulder pole girder (4) further includes two lifting holes (45) and two bearing hole groups (46), the lifting hole (45)
Through the first stiffening plate component (42) and the steel plate (41), the bearing hole group (46) includes two bearing holes (461),
Two bearing holes (461) run through the second stiffening plate component (44) and the steel plate (41), and two bearing holes (461) are along described
The length direction of steel plate (41) is arranged；
It is provided with balancing stand (47) between two shoulder pole girders (4), the balancing stand (47) is in "×" shape, balancing stand (47) packet
The balance plate (471) of two pieces of intersections is included, the both ends of the balance plate (471) are respectively and on the diagonal line of two shoulder pole girders (4)
Endpoint connection；
The limit steel plate hook (2) includes the first hanging hook assembly (21) and the second hanging hook assembly (22), first hook groups
The shape of part (21) is concave, the lower part of first hanging hook assembly (21) and the one of second hanging hook assembly (22)
End connection, the upper end of first hanging hook assembly (21) is provided with handle (211)；
The positioning support flat base (3) includes positioning support flat base ontology (31), connector (32) and doughnut-shaped steel plate (33), described
Positioning support flat base ontology (31) is provided centrally with square hole, and the quantity of the connector (32) is four, four companies
Fitting (32) is separately positioned on the quadrangle of the square hole, and the positioning support flat base ontology (31) passes through the connector
(32) it is connect with the doughnut-shaped steel plate (33)；
The groove of first hanging hook assembly (21) matches with the doughnut-shaped steel plate (33)；
Hanging positioning ring (1) is movably arranged on the upper end of first hanging hook assembly (21)；
The hanging positioning ring (1) includes positioning ring body (11) and four hanging rings (12), four hanging rings (12) with it is described
Positioning ring body (11) is fixedly connected, and four hanging rings (12) are uniformly arranged on the positioning ring body (11), described fixed
Several through-holes (111) are provided in position ring body (11)；
Perforation (121) and connection through-hole (122) are set on the hanging ring (12), and the eyelet (121) is arranged in the connection
The top of through-hole (122), the hanging ring (12) are an integral molding structure.
2. a kind of steel reinforcement cage according to claim 1 positions hangar system, which is characterized in that the connector (32) includes
Main connector (321), the main connector (321) include first support bar (3211), second support bar (3212) and third branch
The interior angle angular bisector of the square hole, second support is arranged in strut (3213), the first support bar (3211)
Bar (3212) and third support rod (3213) are arranged in the two sides of the first support bar (3211), the second support bar
(3212) and the third support rod (3213) is vertical with the side of the square hole respectively, the first support bar (3211),
One end that second support bar (3212) and third support rod (3213) are connect with the doughnut-shaped steel plate (33) respectively is overlapped.
3. a kind of steel reinforcement cage according to claim 2 positions hangar system, which is characterized in that the connector (32) is also wrapped
It including connection assist (322), the connection assist (322) includes the 4th support rod (3221) and the 5th support rod (3222),
4th support rod (3221) and the 5th support rod (3222) are separately positioned on the two sides of the main connector (321), and institute
It states the 4th support rod (3221) and the 5th support rod (3222) is vertical with the side of the square hole respectively.
4. a kind of steel reinforcement cage according to claim 1 positions hangar system, which is characterized in that the positioning support flat base sheet
Body (31) is internally provided with stiffener.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201820761209.3U CN208293566U (en) | 2018-05-22 | 2018-05-22 | A kind of steel reinforcement cage positioning hangar system |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820761209.3U CN208293566U (en) | 2018-05-22 | 2018-05-22 | A kind of steel reinforcement cage positioning hangar system |
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| CN208293566U true CN208293566U (en) | 2018-12-28 |
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| CN201820761209.3U Expired - Fee Related CN208293566U (en) | 2018-05-22 | 2018-05-22 | A kind of steel reinforcement cage positioning hangar system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111792508A (en) * | 2020-06-28 | 2020-10-20 | 中国十七冶集团有限公司 | A kind of blast furnace cooling wall split arc hoisting batch positioning device and construction method |
| CN111824922A (en) * | 2020-07-07 | 2020-10-27 | 中铁广州工程局集团有限公司 | a lifting device |
| CN115874607A (en) * | 2022-10-21 | 2023-03-31 | 中交一公局第七工程有限公司 | A Construction Technology for Precise Positioning of Reinforcement Cage of Bridge Pile Foundation |
-
2018
- 2018-05-22 CN CN201820761209.3U patent/CN208293566U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111792508A (en) * | 2020-06-28 | 2020-10-20 | 中国十七冶集团有限公司 | A kind of blast furnace cooling wall split arc hoisting batch positioning device and construction method |
| CN111824922A (en) * | 2020-07-07 | 2020-10-27 | 中铁广州工程局集团有限公司 | a lifting device |
| CN115874607A (en) * | 2022-10-21 | 2023-03-31 | 中交一公局第七工程有限公司 | A Construction Technology for Precise Positioning of Reinforcement Cage of Bridge Pile Foundation |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200818 Address after: 750001 room 1217, 12 / F, building 1, Fortune Center, Qingchun building, Xingqing District, Yinchuan City, Ningxia Hui Autonomous Region Patentee after: Ningxia Zhongda Highway Construction Co.,Ltd. Address before: 750001 Jinfeng District, the Ningxia Hui Autonomous Region, Wanshou Road, No. 142, Yinchuan Patentee before: NINGXIA ROAD & BRIDGE ENGINEERING Co.,Ltd. |
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| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: Office building 2, Luqiao building, 142 Wanshou Road, Jinfeng District, Yinchuan City, Ningxia Hui Autonomous Region, 750004 Patentee after: Ningxia highway and Bridge Construction Co.,Ltd. Address before: 750001 room 1217, 12 / F, building 1, Fortune Center, Qingchun building, Xingqing District, Yinchuan City, Ningxia Hui Autonomous Region Patentee before: Ningxia Zhongda Highway Construction Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181228 |