CN208718403U - A kind of device for the demoulding righting of segmental roof truss beam - Google Patents
A kind of device for the demoulding righting of segmental roof truss beam Download PDFInfo
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- CN208718403U CN208718403U CN201821189107.5U CN201821189107U CN208718403U CN 208718403 U CN208718403 U CN 208718403U CN 201821189107 U CN201821189107 U CN 201821189107U CN 208718403 U CN208718403 U CN 208718403U
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- China
- Prior art keywords
- roof truss
- truss beam
- righting
- wirerope
- segmental
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Abstract
The utility model discloses a kind of devices for the demoulding righting of segmental roof truss beam, the device includes the adjustable support for being used to place segmental roof truss beam after righting and the Lift-on/Lift-off System sling and righting, wirerope makes entire Lift-on/Lift-off System be in a kind of equilibrium state by connection fixed pulley and cross-arm, after connection segmental roof truss beam, so that fixed pulley, cross-arm in entire Lift-on/Lift-off System is in relatively reasonable position by adjusting the length of wirerope, guarantees uniform force, smooth righting segmental roof truss beam after lifting;It is to avoid segmental roof truss beam from collapsing to stablize after segmental roof truss beam righting and place that adjustable support, which is arranged,.This device effectively reduces the difficulty of righting segmental roof truss beam, construction labor intensity, operating expenses, improves the efficiency and safety of righting, is conducive to the protection of segmental roof truss beam.
Description
Technical field
It is the utility model relates to technical field of building construction, in particular to a kind of to demould righting for segmental roof truss beam
Device.
Background technique
In the erection device of segmental roof truss beam demoulding at present, the overturning of segmental roof truss beam is typically all to have steel cross-arm and steel wire
The erection device of rope composition, achievees the purpose that righting by slinging segmental roof truss beam.Due to this erection device operating process
Complexity needs the stress condition of the continual each stress point of observation, if in the case where discontinuity when lifting
Lifting, it is likely that cause to fracture.And operating process is complicated, and it is time-consuming and laborious, safety is poor, easily causes the thin position of roof truss beam
Fracture, can not meet requirement.
In order to reduce worker's labor operation intensity, raising labor productivity, shortening roof truss fabrication cycle while reducing
Segmental roof truss beam lifts intensity, saves the set-up time, it is necessary to provide a kind of device for the demoulding righting of broken line roof truss beam.
Utility model content
The utility model provides a kind of device for the demoulding righting of segmental roof truss beam, solves righting in the prior art
Problem complicated for operation in device, labor intensity is high, safety is poor.
In order to solve the above technical problems, the technical solution adopted in the utility model is to provide one kind for segmental roof truss beam
The device for demoulding righting, including for placing folding after segmental roof truss beam is demoulded righting and the Lift-on/Lift-off System sling and righting
The adjustable support of linear roof truss beam, Lift-on/Lift-off System include the first wirerope for suspending the first fixed pulley in midair, the second steel wire
Rope is connected respectively to the upper surface of two ends of cross-arm by the first fixed pulley and two rope end, two ends of cross-arm
Lower end surface is separately connected the second fixed pulley and third fixed pulley, and third wirerope is connected to segmental roof truss by the second fixed pulley
The left end of beam is winded up, and the 4th wirerope is connected to segmental roof truss beam right end by third fixed pulley and winds up.
Preferably, the cross sectional shape of cross-arm be H-type and at interval of between the wing plate two sides of one meter of cross-arm be arranged reinforcement steel plate,
The lower end surface of two ends of cross-arm be respectively arranged with connection the second fixed pulley and third fixed pulley suspension body, two of cross-arm
The upper surface of end is also separately provided for the suspension body of two rope ends of the second wirerope of suspension.
Preferably, the first wirerope, the adjustable in length of the second wirerope, third wirerope and the 4th wirerope.
Preferably, third wirerope is connected with the 4th fixed pulley in the left side rope end of the second fixed pulley, the 5th wirerope around
It crosses the 4th fixed pulley and is connected to the left end of segmental roof truss beam and wind up;4th wirerope is connected in the right side rope end of third fixed pulley
There is the 5th fixed pulley, the 6th wirerope winds up around the right end that the 5th fixed pulley is connected to segmental roof truss beam.
Preferably, the right side rope end of third wirerope is connected to the first hanging ring that segmental roof truss beam left end is winded up, the
Two rope ends of five wirerope are connected respectively to the second hanging ring and third hanging ring that segmental roof truss beam left end is winded up, and first
Hanging ring, the second hanging ring and third hanging ring are uniformly distributed on segmental roof truss beam left end is winded up;A left side for 4th wirerope
Side rope end is connected to the 4th hanging ring that segmental roof truss beam right end winds up, and two rope ends of the 6th wirerope are connected respectively to folding
The 5th hanging ring and the 6th hanging ring that linear roof truss beam right end winds up, the 4th hanging ring, the 5th hanging ring and the 6th hanging ring
It is uniformly distributed on segmental roof truss beam right end winds up.
Preferably, the first hanging ring, the second hanging ring and the third hanging ring and broken line that segmental roof truss beam left end is winded up
The 4th hanging ring, the 5th hanging ring and the 6th hanging ring that shape roof truss beam right end winds up are centrosymmetric distribution.
Preferably, adjustable support at least there are two, be uniformly placed on segmental roof truss beam demoulding lower edge lower part,
Each adjustable support includes base support and increases support, increases top and and base support that support is placed in base support
Superposition cooperation.
Preferably, base support periphery and bottom plate cross sectional shape are square, and are distributed in four interior angles of base support
Cylinder is connected by crossbeam between the adjacent cylinder, be at least arranged again between opposite crossbeam one it is for fixing plus
Strengthening tendons.
Preferably, increase support to be made of four stepped cylinders, be connected between the step type cylinder by crossbeam, phase
Pair crossbeam between a reinforcing rib for fixing is at least set.
The beneficial effects of the utility model are: demoulding righting for segmental roof truss beam the utility model discloses a kind of
Device, the device include for being used to place the adjustable of segmental roof truss beam after righting and the Lift-on/Lift-off System sling and righting
Support, wirerope make entire Lift-on/Lift-off System be in a kind of equilibrium state by connection fixed pulley and cross-arm, connect fold-line-shaped room
After setting a roof beam in place, so that fixed pulley in entire Lift-on/Lift-off System, cross-arm is in relatively reasonable position by adjusting the length of wirerope, protects
Uniform force, smooth righting segmental roof truss beam after card lifting;It is for segmental roof truss beam righting that adjustable support, which is arranged,
It places and stablizes afterwards, segmental roof truss beam is avoided to collapse.This device effectively reduces the difficulty of righting segmental roof truss beam, applies
Work labor intensity, operating expenses improve the efficiency and safety of righting, are conducive to the protection of segmental roof truss beam.
Detailed description of the invention
Fig. 1 is device one example structure schematic diagram of the utility model for the demoulding righting of segmental roof truss beam;
Fig. 2 is the utility model for cross-arm front view in another embodiment of device of segmental roof truss beam demoulding righting;
Fig. 3 is the utility model for cross-arm side view in another embodiment of device of segmental roof truss beam demoulding righting;
Fig. 4 is device another example structure schematic diagram of the utility model for the demoulding righting of segmental roof truss beam;
Fig. 5 is the utility model for base support and increasing in another embodiment of device of segmental roof truss beam demoulding righting
High support cooperates schematic diagram;
Fig. 6 is that the utility model is overlooked for base support in another embodiment of device of segmental roof truss beam demoulding righting
Figure;
Fig. 7 is that the utility model is faced for base support in another embodiment of device of segmental roof truss beam demoulding righting
Figure;
Fig. 8 is the utility model for adjustable support in another embodiment of device of segmental roof truss beam demoulding righting
In increase the top view of support;
Fig. 9 is to increase support in another embodiment of device of the utility model for the demoulding righting of segmental roof truss beam to face
Figure.
Specific embodiment
For the ease of understanding the utility model, in the following with reference to the drawings and specific embodiments, the utility model is carried out more detailed
Thin explanation.The preferred embodiment of the utility model is given in attached drawing.But the utility model can be with many different
Form is realized, however it is not limited to this specification described embodiment.On the contrary, purpose of providing these embodiments is makes to this
The understanding of the disclosure of utility model is more thorough and comprehensive.
It should be noted that unless otherwise defined, all technical and scientific terms used in this specification with belong to
The normally understood meaning of those skilled in the art of the utility model is identical.In the used in the description of the utility model
Term be only for the purpose of describing specific embodiments be not intended to limitation the utility model.
With reference to the accompanying drawing, each embodiment of the utility model is described in detail.
Referring to Fig. 1, Fig. 1 is an example structure schematic diagram of the utility model segmental roof truss erection device.At this
In embodiment, including for placing fold-line-shaped room after segmental roof truss beam is demoulded righting and the Lift-on/Lift-off System sling and righting
The adjustable support 10 set a roof beam in place, Lift-on/Lift-off System include the first wirerope 1 for suspending the first fixed pulley 2 in midair, the second wirerope 3
By the first fixed pulley 1 and two rope end is connected respectively to the upper surface of 4 two ends of cross-arm, two ends of cross-arm 4
Lower end surface be separately connected the second fixed pulley 5 and third fixed pulley 6, third wirerope 7 is connected to broken line by the second fixed pulley 5
The left end of shape roof truss beam 9 is winded up, and the 4th wirerope 8 is connected to 9 right end of segmental roof truss beam by third fixed pulley 6 and winds up.
First wirerope 1 connects two parts, and upper end connection provides the crane of pulling force, and lower end connects the first fixed pulley 2;The
Two wirerope 3 are connected to cross-arm 4 by the first fixed pulley 2, and the setting of cross-arm 4 is the tension uniform in order to guarantee crane offer
Distribution, and for guaranteeing balance.
As can be seen that third wirerope 7 is connected to and winds up 91 both ends apart from left end at left end both ends on 91 of winding up
A quarter on chord length position, equally, the 4th wirerope 8 winds up in right end, and to be connected to distance right for the both ends on 92
Hold the position of chord length in a quarter at 92 both ends of winding up.Also, left end is winded up on two link positions and right end on 91
Two link positions on string 92 are symmetric.This structure setting may insure that pulling force effect is winded up 91 and right end to left end
Wind up 92 be it is balanced, can guarantee segmental roof truss beam 9 kept during righting balance.
Be placed on after 9 righting of segmental roof truss beam on adjustable support 10, the setting of adjustable support 10 be in order to
Stablize after 9 righting of segmental roof truss beam and place, segmental roof truss beam 9 is avoided to collapse.
Fig. 2 and Fig. 3 are please referred to, Fig. 2 is cross-arm front view, and Fig. 3 is cross-arm side view.It can cross-arm 4 as seen from Figure 3
Cross sectional shape is H-type and is equipped with reinforcement steel plate 41 between the wing plate two sides of cross-arm 4, and the upper surface of 4 two ends of cross-arm is under
End face is equipped with the hanging ring 42 of connection the second fixed pulley 5 and third fixed pulley 6.
It is the weight in order to increase Lift-on/Lift-off System that cross-arm 4, which is arranged, is allowed to keep balance, reduces the second wirerope 3 directly
Connect the unstability of the second fixed pulley 5;The wing plate two sides of cross-arm 4, which increase reinforcement steel plate 41, makes the rigidity of cross-arm 4, and cross-arm is made to exist
It bears to be not likely to produce when biggish power to deform and fracture.And the upper surface and lower end surface setting of 4 two ends of cross-arm
There is hanging ring 42, hanging ring 42 is to connect the second fixed pulley 5 and third fixed pulley 6, the length and hanging ring 42 of cross-arm 4
Position can be adjusted according to actual needs.
First wirerope, the adjustable in length of the second wirerope, third wirerope and the 4th wirerope.Adjust wirerope
Length is to make Lift-on/Lift-off System be in a kind of stable state, and avoiding device each section group origin cause of formation wirerope is too long or crosses short-range missile
It causes local pressure excessive, to cause to lose tensile phenomenon, is unfavorable for the lifting of segmental roof truss beam.By adjusting wirerope
Length can make the angle of the corresponding fixed pulley bypassed of the second wirerope to the 4th wirerope be changed, to change
Become the pulling force of respective carrier on wirerope in the range of license, and the height of entire Lift-on/Lift-off System can be regulated and controled, thus
Guarantee the lifting state in safety and steady when Lift-on/Lift-off System work, smoothly completes the righting of the linear roof truss beam demoulding of doubling.
On the basis of embodiment shown in Fig. 1, as shown in figure 4, left side rope end of the third wirerope 7 in the second fixed pulley 5
It is connected with the 4th fixed pulley 11, the 5th wirerope 13 winds up around the left end that the 4th fixed pulley 11 is connected to segmental roof truss beam 9
91;4th wirerope 8 is connected with the 5th fixed pulley 12 in the right side rope end of third fixed pulley 6, and the 6th wirerope 14 bypasses the 5th
The right end that fixed pulley 12 is connected to segmental roof truss beam 9 winds up 92.
The right side rope end of third wirerope 7 be connected to 9 left end of segmental roof truss beam wind up 92 the first hanging ring 901,
Two rope ends of five wirerope 13 be connected respectively to 9 left end of segmental roof truss beam wind up 91 the second hanging ring 902 and third it is outstanding
Link 903, the first hanging ring 901, the second hanging ring 902 and third hanging ring 903 wind up on 91 in 9 left end of segmental roof truss beam
It is uniformly distributed;The left side rope end of 4th wirerope 8 be connected to 9 right end of segmental roof truss beam wind up 92 the 4th hanging ring 904,
Two rope ends of six wirerope 14 are connected respectively to 9 right end of segmental roof truss beam and wind up 92 the 5th hanging ring 905 and the 6th outstanding
Link 906, the 4th hanging ring 904, the 5th hanging ring 905 and the 6th hanging ring 906 wind up upper equal in segmental roof truss beam right end
Even distribution.
This improvement increases the 6th fixed pulley 12 of the 5th fixed pulley 11 and the 6th wirerope 14 of the 5th wirerope 13, the
Five wirerope 13 and the 6th wirerope 14 be connected to six hanging rings 901 on broken line roof truss beam 9,902,903,904,905,
906, being symmetrically distributed between them makes the third wirerope 7 of segmental roof truss 9 and connection, the 4th wirerope 8, the 5th steel wire
Rope 13,14 both ends of the 6th wirerope are more uniformly stressed, and Lift-on/Lift-off System is more stable;Increase fixed pulley lifting rope according to actual needs
Group adapts to the segmental roof truss beam 9 of different length.
Referring to Fig. 5, the device of segmental roof truss beam demoulding righting is set, there are two for the adjustable of segmental roof truss
Support 10, adjustable support 10 be it is height-adjustable, adjustable support 10 includes base support 101 and increasing support
102, base support 101 and increase and be overlapped mutually cooperation between support 102, increases increase support 102 according to actual needs.
Fig. 5 and Fig. 6 and Fig. 7 are please referred to, 101 periphery 111 of base support and 115 section of bottom plate are square shape, pedestal
Four interior angles be distributed with cylinder 112, connected between adjacent cylinder 112 by crossbeam 113, at least set again between crossbeam 113
Set a reinforcing rib 114.
The setting of base support 101 is the weight in order to bear segmental roof truss beam 9, prevents segmental roof truss beam 9 from collapsing,
It 101 can also increase support 102 in base support simultaneously, meet the needs of different height.The periphery of base support 101
111 and 115 section of bottom plate be square, so that the gravity born is evenly distributed on square, the distribution of 101 4 angles of base support
There is hollow cylinder 112, is convenient for and increases the cooperation of support 102 and increase height;Four cylinders 112 are connected and fixed with crossbeam 113 simultaneously,
Also there is reinforcing rib 114 between each other, increases overall stiffness, prevent from deforming.
Fig. 5 and Fig. 8 and Fig. 9 are please referred to, increases support 102 and is made of four stepped cylinders 121, stepped cylinder is logical
The connection of crossbeam 122 is crossed, a fixed reinforcing rib 123 is at least set between reinforcing rib 122.Increase support 102 primarily to
Cooperated with base support 101, for increasing height.
Based on above embodiments, the utility model discloses a kind of devices for the demoulding righting of segmental roof truss beam, should
Device includes the adjustable support for being used to place segmental roof truss beam after righting and the Lift-on/Lift-off System sling and righting, steel
Cord makes entire Lift-on/Lift-off System be in a kind of equilibrium state by connection fixed pulley and cross-arm, connect segmental roof truss beam it
Afterwards, so that the fixed pulley in entire Lift-on/Lift-off System, cross-arm is in relatively reasonable position by adjusting the length of wirerope, guarantee
Hang rear uniform force, smooth righting segmental roof truss beam;It is in order to steady after segmental roof truss beam righting that adjustable support, which is arranged,
It is fixed to place, avoid segmental roof truss beam from collapsing.This device effectively reduces the difficulty of righting segmental roof truss beam, construction labor
Fatigue resistance, operating expenses improve the efficiency and safety of righting, are conducive to the protection of segmental roof truss beam.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all
Equivalent structure transformation made based on the specification and figures of the utility model, it is relevant to be applied directly or indirectly in other
Technical field is included in the scope of patent protection of the utility model.
Claims (9)
1. a kind of device for the demoulding righting of segmental roof truss beam, which is characterized in that including being used for the segmental roof truss
Beam demoulding righting and the Lift-on/Lift-off System sling and the adjustable support that the segmental roof truss beam is placed after righting, it is described to hang
Dress system includes the first wirerope for suspending the first fixed pulley in midair, the second wirerope by first fixed pulley and its two
A rope end is connected respectively to the upper surface of two ends of cross-arm, and it is fixed that the lower end surface of two ends of the cross-arm is separately connected second
Pulley and third fixed pulley, third wirerope are connected on the left end of the segmental roof truss beam by second fixed pulley
String, the 4th wirerope are connected to the segmental roof truss beam right end by the third fixed pulley and wind up.
2. the device according to claim 1 for the demoulding righting of segmental roof truss beam, which is characterized in that the cross-arm
Cross sectional shape is for H-type and at interval of setting reinforcement steel plate, two ends of the cross-arm between the wing plate two sides of one meter of cross-arm
The lower end surface at end is respectively arranged with the suspension body for connecting second fixed pulley and third fixed pulley, two ends of the cross-arm
Upper surface be also separately provided for hanging the suspension body of two rope ends of second wirerope.
3. the device according to claim 1 for the demoulding righting of segmental roof truss beam, which is characterized in that first steel
Cord, the adjustable in length of the second wirerope, third wirerope and the 4th wirerope.
4. the device according to claim 2 or 3 for the demoulding righting of segmental roof truss beam, which is characterized in that described the
Three wirerope are connected with the 4th fixed pulley in the left side rope end of second fixed pulley, and the 5th wirerope is fixed sliding around the described 4th
It winds up the left end that wheel is connected to the segmental roof truss beam;4th wirerope is connected in the right side rope end of the third fixed pulley
5th fixed pulley, the 6th wirerope wind up around the right end that the 5th fixed pulley is connected to the segmental roof truss beam.
5. the device according to claim 4 for the demoulding righting of segmental roof truss beam, which is characterized in that the third steel
The right side rope end of cord is connected to the first hanging ring that segmental roof truss beam left end is winded up, and two of the 5th wirerope
Rope end is connected respectively to the second hanging ring and third hanging ring that segmental roof truss beam left end is winded up, first suspension
Ring, the second hanging ring and third hanging ring are uniformly distributed on segmental roof truss beam left end is winded up;4th wirerope
Left side rope end be connected to the 4th hanging ring that the segmental roof truss beam right end winds up, two rope ends of the 6th wirerope
It is connected respectively to the 5th hanging ring and the 6th hanging ring that the segmental roof truss beam right end winds up, the 4th hanging ring,
Five hanging rings and the 6th hanging ring are uniformly distributed on the segmental roof truss beam right end winds up.
6. the device according to claim 5 for the demoulding righting of segmental roof truss beam, which is characterized in that the fold-line-shaped
What the first hanging ring, the second hanging ring and the third hanging ring and the segmental roof truss beam right end that roof truss beam left end is winded up winded up
4th hanging ring, the 5th hanging ring and the 6th hanging ring are centrosymmetric distribution.
7. the device according to claim 1 for the demoulding righting of segmental roof truss beam, which is characterized in that described adjustable
Formula support at least there are two, be uniformly placed on the lower part of the lower edge of segmental roof truss beam demoulding, it is each described adjustable
Support includes base support and increases support, it is described increase support be placed in the base support top and with the base support
Superposition cooperation.
8. the device according to claim 7 for the demoulding righting of segmental roof truss beam, which is characterized in that the substrate branch
Seat periphery and bottom plate cross sectional shape are square, and cylinder, the adjacent circle is distributed in four interior angles of the base support
It is connected between cylinder by crossbeam, a reinforcing rib for fixing is at least set again between the opposite crossbeam.
9. it is according to claim 7 for segmental roof truss beam demoulding righting device, which is characterized in that increase support by
Four stepped cylinders form, and are connected between the step type cylinder by crossbeam, are at least arranged one between opposite crossbeam
Reinforcing rib for fixing.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821189107.5U CN208718403U (en) | 2018-07-26 | 2018-07-26 | A kind of device for the demoulding righting of segmental roof truss beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201821189107.5U CN208718403U (en) | 2018-07-26 | 2018-07-26 | A kind of device for the demoulding righting of segmental roof truss beam |
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CN208718403U true CN208718403U (en) | 2019-04-09 |
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CN201821189107.5U Expired - Fee Related CN208718403U (en) | 2018-07-26 | 2018-07-26 | A kind of device for the demoulding righting of segmental roof truss beam |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109941903A (en) * | 2019-04-30 | 2019-06-28 | 中国水利水电第四工程局有限公司 | Wind-driven generator hoisting method |
CN111794529A (en) * | 2020-07-15 | 2020-10-20 | 沈阳科维润工程技术有限公司 | Modular construction hoisting method for arch type space pipe truss steel structure system |
-
2018
- 2018-07-26 CN CN201821189107.5U patent/CN208718403U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109941903A (en) * | 2019-04-30 | 2019-06-28 | 中国水利水电第四工程局有限公司 | Wind-driven generator hoisting method |
CN111794529A (en) * | 2020-07-15 | 2020-10-20 | 沈阳科维润工程技术有限公司 | Modular construction hoisting method for arch type space pipe truss steel structure system |
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