CN207974010U - The Construction of Supporting device of large-scale component installation unloading - Google Patents
The Construction of Supporting device of large-scale component installation unloading Download PDFInfo
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- CN207974010U CN207974010U CN201820097218.7U CN201820097218U CN207974010U CN 207974010 U CN207974010 U CN 207974010U CN 201820097218 U CN201820097218 U CN 201820097218U CN 207974010 U CN207974010 U CN 207974010U
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- 238000009434 installation Methods 0.000 title claims abstract description 76
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 230000007246 mechanism Effects 0.000 claims abstract description 86
- 230000001105 regulatory effect Effects 0.000 claims description 6
- 238000013461 design Methods 0.000 description 29
- 229910000831 Steel Inorganic materials 0.000 description 16
- 239000010959 steel Substances 0.000 description 16
- 239000003351 stiffener Substances 0.000 description 14
- 238000006073 displacement reaction Methods 0.000 description 8
- 238000012545 processing Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 238000005516 engineering process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000006641 stabilisation Effects 0.000 description 3
- 238000011105 stabilization Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000000354 decomposition reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 241000277275 Oncorhynchus mykiss Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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Abstract
The utility model provides a kind of Construction of Supporting device of large-scale component installation unloading, including：Lattice column；And support adjustment mechanism, load bearing beam including the top for being removably installed in the lattice column, telescopic jacking apparatus is provided on the load bearing beam, it is connected with support component on the jacking apparatus, the card slot being embedded for the bottom of large-scale component is formed at the top of the support component, guide post is provided on the load bearing beam, the guide post is formed with vertical guide groove, and the support component is slidedly arranged in the guide groove.The utility model is solved when large-scale component is installed in capital, there are problems that being difficult to provide effective support using traditional capital constructing device.
Description
Technical field
The utility model is related to technical field of building construction, and in particular to a kind of Construction of Supporting of large-scale component installation unloading
Device.
Background technology
Capital constructing device used in engineering at present, general requirements is smaller, simple structure, and it is common to be only applicable to support
The chord member of shaped steel, truss or rack.And for some special steel constructions, such as the large-scale box beam of bridge tower, complex component
For, not only size is big, weight is big, and often all there is inclination angle in different dimensions, therefore is applied using traditional capital
Tooling, which is set, is difficult to provide effective support.
Utility model content
To overcome the defects of present in the prior art, a kind of Construction of Supporting device of large-scale component installation unloading is now provided,
It is difficult to provide effective support to solve the problem of to exist using traditional capital constructing device when large-scale component is installed in capital.
To achieve the above object, a kind of Construction of Supporting device of large-scale component installation unloading is provided, including：
Lattice column；And
Support adjustment mechanism, including it is removably installed in the load bearing beam at the top of the lattice column, on the load bearing beam
It is provided with telescopic jacking apparatus, support component is connected on the jacking apparatus, is formed at the top of the support component
For the card slot that the bottom of large-scale component is embedded, guide post is provided on the load bearing beam, the guide post is formed with vertical lead
To slot, the support component is slidedly arranged in the guide groove.
Further, the support component includes：
Joist is connected to the top of the jacking apparatus；
Traveller is slidedly arranged in the guide groove, and the bottom of the traveller is connected to the joist；And
Support plate is connected between the joist and the traveller, and the card slot is formed in the top of the support plate.
Further, the top of the lattice column is equipped with capital seat, and the load bearing beam is connected to the top of the capital seat.
Further, it is equipped with diagonal brace between the guide post and capital seat.
Further, the quantity of the support adjustment mechanism is two.
Further, the quantity of the lattice column is two, the positions of two lattice columns respectively with two branch
The position for supportting regulating mechanism corresponds.
Further, two support adjustment mechanisms are arranged in parallel.
Further, two support adjustment mechanisms are arranged in a mutually vertical manner.
Further, there is the card slot limiting side, the limiting side to be resisted against when the large-scale component is obliquely installed
The low level side of the large-scale component.
The beneficial effects of the utility model are that the Construction of Supporting device of the utility model large-scale component installation unloading will
Support adjustment mechanism is installed on lattice column, enhances holding for the Construction of Supporting device of the utility model large-scale component installation unloading
Loading capability and stability；The Construction of Supporting device of the utility model large-scale component installation unloading is adjusted by the flexible of jacking apparatus
The height for saving the card slot at the top of supporting assembly, convenient for unloading and removing support equipment after large-scale component installation.
Description of the drawings
Fig. 1 is the schematic diagram of the Construction of Supporting device of the utility model large-scale component installation unloading.
Fig. 2 is the decomposition diagram of the Construction of Supporting device of the utility model large-scale component installation unloading.
Fig. 3 is the use state of the first embodiment of the Construction of Supporting device of the utility model large-scale component installation unloading
Vertical view.
Fig. 4 is the sectional view of C-C in Fig. 3.
Fig. 5 is the use state of the second embodiment of the Construction of Supporting device of the utility model large-scale component installation unloading
Schematic diagram.
Fig. 6 is the use state of the second embodiment of the Construction of Supporting device of the utility model large-scale component installation unloading
Vertical view.
Fig. 7 is the sectional view of A-A in Fig. 4.
Fig. 8 is that the use state of the 3rd embodiment of the Construction of Supporting device of the utility model large-scale component installation unloading is bowed
View.
Fig. 9 is the sectional view of B-B in Fig. 8.
Specific implementation mode
Illustrate that the embodiment of the utility model, those skilled in the art can be by this theorys below by way of specific specific example
Content disclosed by bright book understands other advantages and effect of the utility model easily.The utility model can also be by addition
Different specific implementation modes are embodied or practiced, and the various details in this specification can also be based on different viewpoints and answer
With carrying out various modifications or alterations under the spirit without departing from the utility model.
The Steel section member that large-scale component described in the utility model meets following either condition (does not include truss or rack knot
Structure), it can be considered large-scale component：1. section girth is more than 4m；2. cross section any side size is more than 2m；3. component total weight is super
Cross 50t；4. every meter of weight is more than 2t.
First embodiment
Fig. 1 is that schematic diagram, the Fig. 2 for the support equipment that the utility model is used to install large-scale component are that the utility model is used for
The decomposition diagram of the support equipment of large-scale component is installed, Fig. 3 is support equipment of the utility model for installing large-scale component
The vertical view of use state of first embodiment, the sectional view that Fig. 4 is C-C in Fig. 3.
Shown in Fig. 4, the utility model provides a kind of support equipment for installing large-scale component, including：
Lattice column 1 and support adjustment mechanism 2.
Support adjustment mechanism 2 includes load bearing beam 21, guide post 22, jacking apparatus 23 and support component 24.Load bearing beam 21 can
Releasably it is installed on the top of lattice column 1.Telescopic jacking apparatus 23 is provided on load bearing beam 21.It is provided on load bearing beam 21
Guide post 22, guide post 22 are formed with vertical guide groove.The side of support component 24 is slidedly arranged in guide groove.Support component 24
Bottom be connected on jacking apparatus 23.The top of support component 24 is formed with the card slot being embedded for the bottom of large-scale component 3.
The utility model is used to install the support equipment of large-scale component, and support adjustment mechanism is installed on lattice column, increases
Strong the utility model is used to install the bearing capacity and stability of the support equipment of large-scale component；The utility model is for installing
The support equipment of large-scale component adjusts the height of the card slot at the top of supporting assembly by the flexible of jacking apparatus, convenient for big
Support equipment is unloaded and removed after the installation of type component.
In addition, the lattice column and support adjustment mechanism of support equipment of the utility model for installing large-scale component are detachable
Connection, be easy to make, transport and installation.
Specifically, lattice column 1 is steel pipe frame column.Lattice column is used as bending component, and section is Steel Pipe Design into twin shaft
Symmetrical or singly symmetric sections.Lattice column 1 includes that limb part and lacing form, and limb part is primarily subjected to axial force, sews material and mainly resist
Lateral force (for limbs axial direction).
In the present embodiment, the top of lattice column 1 is connected with capital seat 11.Load bearing beam 21 is removably attachable to capital seat
11 top.
Capital seat 11 is i shaped steel frame structure.Capital seat 11 includes rectangular box and is connected to the inside of rectangular box
Inner support beam.Rectangular box includes that four i shaped steel head and the tail connections are formed.Inner support beam is i shaped steel inner support beam
Both ends are connected to the inside for the i shaped steel for constituting rectangular box.
Support adjustment mechanism 2 includes load bearing beam 21, guide post 22, jacking apparatus 23 and support component 24.
Load bearing beam 21 is i shaped steel.The top of load bearing beam 21 is formed with the first top flange, and the lower part of load bearing beam 22 is formed
There is the first lower flange, the second vertically arranged stiffener is connected between the first top flange and the first lower flange.Second stiffener
Top be connected to the first top flange, the bottom of the second stiffener is connected to the second lower flange.The quantity of second stiffener is more
Block, the second stiffener of polylith are arranged along the length direction interval of load bearing beam 21.
Guide post 22 and jacking apparatus 23, the first lower flange of load bearing beam 21 are provided on first top flange of load bearing beam 21
It is removably attachable to capital seat 11 by bolt.
In the present embodiment, the quantity of guide post 22 is two.Jacking apparatus 23 is located between two guide posts 22.
Guide post 22 is vertically arranged i shaped steel.The both sides of guide post are respectively formed first edge of a wing and second edge of a wing,
The vertical guide groove is formed between first edge of a wing and second edge of a wing.The both sides of support component 24 are slidedly arranged on two respectively
In the guide groove formed between first edge of a wing and second edge of a wing of guide post 22.Load bearing beam 21 and guide post 22 be HW-200 ×
200 × 8 × 12 i shaped steel.
As preferable embodiment in one, diagonal brace 25 is equipped between guide post 22 and capital seat 11.25 oblique branch of diagonal brace
It supports between guide post and the top of capital seat 11.The both sides of guide post 22 are respectively equipped with diagonal brace 25.Diagonal brace 25 be 114mm ×
The round steel pipe of 6mm.
As a kind of preferable embodiment, jacking apparatus 23 is jack or telescoping hydraulic cylinder.Jacking apparatus 23
Bottom is set on the top flange of load bearing beam 21.Support component 24 is connected to the top of jacking apparatus 23.
Telescoping hydraulic cylinder is the hydraulic actuator that hydraulic energy is changed into mechanical energy, does straight reciprocating motion.It
Simple in structure, reliable operation.Deceleration device when realizing reciprocating motion, can be removed from it, and do not have drive gap, movement is flat
Surely.Telescoping hydraulic cylinder includes cylinder barrel and cylinder cap, piston and piston rod, sealing device.
In the present embodiment, the quantity of jacking apparatus 23 is 3, length direction of 3 jacking apparatus 23 along load bearing beam 21
Interval setting.
Support component 24 includes：Joist 241, traveller 242 and support plate 243.
Joist 241 is connected to the top of jacking apparatus 23.Joist 241 and load bearing beam 21 are arranged in the same direction.Joist is I-shaped
Steel.The top of joist 241 is formed with the second top flange, and the lower part of joist 241 is formed with the second lower flange, the second top flange and
Vertically arranged third stiffener is connected between two lower flanges.The second top flange, third are connected at the top of third stiffener
The bottom of stiffener is connected to the second lower flange.The quantity of third stiffener is polylith, and polylith third stiffener is along joist 241
Length direction interval is arranged.
Traveller 242 is slidedly arranged in the guide groove of guide post 22 and is connected to joist 241.The quantity of traveller 242 is two, support
Beam 241 is connected between two travellers 242.In the present embodiment, the second top flange of joist 241 is connected to the bottom of traveller 242
Portion.In the present embodiment, joist 241 and the i shaped steel that traveller 242 is HW-175 × 175 × 7.5 × 11.
Support plate 243 is connected between the second top flange of joist 241 and two travellers 242.Support plate 243 is vertically square
To setting.The side of support plate 243 is connected to traveller 242, and the bottom of support plate 243 is connected to the second top flange of joist 241,
The top of support plate 243 is formed with the card slot.Support plate 243 is the steel plate of t=20mm.The card slot of support plate 243 can be
When plant produced setting-out cut, work as in-site installation, as card slot and large-scale component bottom formation there are when error, should repair in time
Just.When error is smaller, partial cut can be carried out to the top of support plate 243 to adjust the shape of card slot to adapt to large size
The bottom shape of component 3.
As a kind of preferable embodiment, support plate 243 is removably attachable between joist 241 and traveller 242.
As a kind of preferable embodiment, the shape of the card slot of support plate 243 and the shape phase of the bottom of large-scale component 3
Matching.
Support plate 243 forms the card slot mutually agreed with the bottom shape of large-scale component, can adapt to various large-scale components, make
The load of large-scale component evenly distributes, and card slot can be processed and can be big according to the bottom shape setting-out of large-scale component
The scene of type component carries out cutting adjustment, convenient for being used in turn, reduces construction cost.When for large-scale component of different shapes
When, it can be adapted to the shape of large-scale component by the different support plate of dismounting and change, and then be conducive to the utility model and be used for
Being used in turn for the support equipment of large-scale component is installed, Construction Cost is reduced, avoids the waste of goods and materials.
The both sides of support plate 243 are respectively equipped with stiffener 244.Stiffener 244, the first stiffener and the second stiffener are t
The steel plate of=10mm.
As a kind of preferable embodiment, displacement sensor is installed in support plate 243, displacement sensor is connected with control
Device processed, controller are connected to jacking apparatus 23.The shift value at top of the displacement sensor for obtaining support plate 243 in real time, life
The first signal is sent at the first signal for carrying shift value and to controller.Controller receives the first signal, and according to shift value
Size, control the flexible of jacking apparatus so that the design with the bottom of large-scale component always of the height of the card slot of support plate 243
Mounting height matches.
In the present embodiment, the quantity of support adjustment mechanism 2 is two.The quantity of lattice column 1 is two.Two lattice columns
1 position is corresponded with the position of two support adjustment mechanisms 2 respectively.
According to the size of large-scale component 3, the difference of build, mounted angle, the arranged direction of two support adjustment mechanisms 2
There can be different combinations.
In the present embodiment, large-scale component 3 is large-sized steel box-girder.The inclination angle of the level and vertical direction of large-scale component
When all smaller or when the width of large-scale component is larger, two support adjustment mechanisms 2 can be parallel to the axis direction cloth of large-scale component
It sets.Two support adjustment mechanisms 2 are arranged in parallel, are laid on capital seat 11 in two fonts.
The utility model provides a kind of method for supporting using the above-mentioned support equipment for installing large-scale component, including
Following steps：
S1:Lattice column 1 is set in the lower section of the design installation site of large-scale component 3, and is adjusted in installation support on lattice column 1 Save mechanism 2。
A is used to install the making of the support equipment of large-scale component：
It completes for install large-scale structure according to the size of large-scale component and design setting angle, in advance setting-out and in processing factory
The making of two lattice columns 1, capital seat 11 and two support adjustment mechanisms 2 of the support equipment of part.Support adjustment mechanism 2 includes
Load bearing beam 21, guide post 22, jacking apparatus 23, support component 24 and diagonal brace 25.Support component 24 includes：Joist 241, traveller
242 and support plate 243.Support plate 243 cuts to form card slot according to the shape and size of large-scale component so that card slot and large-scale structure
The shape and size of the bottom of part are adapted.
B is used to install the transport of the support equipment of large-scale component：
By the lattice column 1 and support adjustment mechanism 2 of processing and fabricating, it is transported to the erecting bed of large-scale component.
C is used to install the installation of the support equipment of large-scale component：
Two lattice columns 1 are set to the lower section of the design installation site of large-scale component 3 so that the top of lattice column 1 with
The reserved space that capital seat 11 and support adjustment mechanism 2 are installed is reserved between the design installation site of large-scale component 3.In reserved
In space, capital seat 11 is connected to the top of lattice column 1.
According to the design setting angle of large-scale component and inclination angle, two installation support adjustment mechanisms 2, make on capital seat 11
Two support adjustment mechanisms 2 are arranged in parallel and be laid on capital seat 11 in two fonts, two support adjustment mechanisms 2
Position and the position of two lattice columns 1 correspond.
In the present embodiment, two installation support adjustment mechanisms 2 are arranged along the axis direction of large-scale component 3.
S2:By the height for adjusting the jacking apparatus of support adjustment mechanism so that the support component edge of support adjustment mechanism The guide groove of the guide post of support adjustment mechanism slides upwards, and the height of the card slot at the top of support component reaches large-scale component Bottom designed elevation。
After the installation of the support equipment for installing large-scale component, the elemental height of the card slot of support plate 243, meter are measured
Calculate the shift value (wicking height of support plate 243) of support plate 243.The bottom of the shift value of support plate 243=large size structure 3 is set
Count the elemental height of absolute altitude-card slot).Pass through the flexible of controller jacking apparatus 23 so that the support of two support adjustment mechanisms 2
The height of the card slot of plate 243 respectively reaches the designed elevation of the bottom of large-scale structure 3.
During the height of the card slot of support plate 243, shift value is monitored by displacement sensor in real time, it is ensured that support
The height of the card slot of plate 243 can stably reach the designed elevation of the bottom of large-scale structure 3.
S3:Hoisting large-size component 3 so that the bottom of large-scale component 3 is embedded in card slot。
Utilizing works lifting machine hoisting large-size component 3, is hung to design installation site so that large-scale structure by large-scale component 3
The bottom of part 3 is embedded in the card slot of support plate 243.
S4:The large-scale component 3 being embedded in card slot is installed on design installation site。
The bottom of large-scale component 3 is being embedded in the card slot of support plate 243 so that large-scale component 3 is held on support and adjusts
After saving in mechanism 2, the height of support plate 243 is monitored in real time by displacement sensor, it is ensured that large-scale component 3 was stablized is located at design
In installation site.
After the stabilization of large-scale component 3 is in design installation site, installation is fixed in large-scale component 3, with fixation
The position of large-scale component 3.
S5:By the height for reducing jacking apparatus so that support component slides downwards along guide groove, and card slot is detached from large size The bottom of component。
After the fixed installation of large-scale component 3, the height of jacking apparatus is controlled by controller.Specifically, being supported by 2
The jacking apparatus of regulating mechanism, which synchronizes, to be declined, and each falling head is 10mm~20mm, gradually completes unloading so that support plate
243 card slot is detached from the bottom of large-scale component 3.
S6:Remove lattice column 1 and support adjustment mechanism 2。
After the bottom of support plate 243 and large-scale component 3 completely disengages, support adjustment mechanism 2, capital seat can be removed successively
11 and lattice column 1, so as to being used in turn for equipment.
Second embodiment
Fig. 5 is the signal of the use state of the second embodiment for the support equipment that the utility model is used to install large-scale component
Figure, Fig. 6 are vertical view, the figure of the use state of the second embodiment of support equipment of the utility model for installing large-scale component
7 be the sectional view of A-A in Fig. 4.
The utility model provides a kind of support equipment for installing large-scale component, including：Lattice column and support are adjusted
Mechanism.
Difference lies in the arrangement of two support adjustment mechanisms and the card slots of support plate for the present embodiment and first embodiment
It is other with limiting side, it does not repeat herein.
Specifically, when large-scale component is obliquely installed, the opposite high-order side and low level side of large-scale component, as shown in figure 5,
The left side of large-scale component is high-order side, and the right side of large-scale component is low level side.There is card slot limiting side, the limiting side of card slot to support
In the low level side of large-scale component to prevent the sideslip of large-scale component, installation when heeling condition to realize large-scale component.
When the angle of the horizontal direction of large-scale component 3 is larger, and the inclination angle in vertical direction is smaller, and large-scale component 3
When width dimensions are no more than the length of capital seat 11, two support adjustment mechanisms can be along the axis direction perpendicular to large-scale component 3
Townhouse is arranged.At this point, two support adjustment mechanisms are arranged and are laid on capital seat 11 in linear type in the same direction.
As shown in figure 5 and figure 7, the card slot for being located at the support adjustment mechanism of the low level side of large-scale component 3 has limiting side, limit
Position side is resisted against the low level side of large-scale component 3 to prevent the sideslip of large-scale component, and then realizes the inclination installation of large-scale component.
The utility model provides a kind of method for supporting using the above-mentioned support equipment for installing large-scale component, including
Following steps：
S1:Lattice column is set in the lower section of the design installation site of large-scale component 3, and is adjusted in installation support on lattice column Mechanism。
A is used to install the making of the support equipment of large-scale component：
It completes for install large-scale structure according to the size of large-scale component and design setting angle, in advance setting-out and in processing factory
The making of two lattice columns, capital seat 11 and two support adjustment mechanisms of the support equipment of part.Support adjustment mechanism includes holding
Carrier beam, guide post, jacking apparatus, support component 24 and diagonal brace.Support component 24 includes：Joist, traveller and support plate.Support plate
It cuts to form card slot according to the shape and size of large-scale component so that card slot and the shape and size of the bottom of large-scale component are mutually fitted
Match.
Card slot has limiting side.
B is used to install the transport of the support equipment of large-scale component：
By the lattice column and support adjustment mechanism of processing and fabricating, it is transported to the erecting bed of large-scale component.
C is used to install the installation of the support equipment of large-scale component：
Two lattice columns are set to the lower section of the design installation site of large-scale component 3 so that the top of lattice column with it is big
The reserved space of capital seat 11 and support adjustment mechanism installation is reserved between the design installation site of type component 3.It leaves a blank in advance
In, capital seat 11 is connected to the top of lattice column.
According to the design setting angle of large-scale component and inclination angle, two installation support adjustment mechanisms, make on capital seat 11
Two support adjustment mechanisms are arranged in parallel and be laid on capital seat 11 in two fonts, the position of two support adjustment mechanisms
It sets and is corresponded with the position of two lattice columns.
In the present embodiment, two installation support adjustment mechanisms are arranged along the axis direction of large-scale component.
S2:By the height for adjusting the jacking apparatus of support adjustment mechanism so that the support component edge of support adjustment mechanism The guide groove of the guide post of support adjustment mechanism slides upwards, and the height of the card slot at the top of support component reaches large-scale component Bottom designed elevation。
After the installation of the support equipment for installing large-scale component, the elemental height of the card slot of support plate is measured, is calculated
The shift value (wicking height of support plate) of support plate.Designed elevation-card slot of the bottom of the shift value of support plate=large size structure 3
Elemental height).Pass through the flexible of controller jacking apparatus so that the height of the card slot of the support plate of two support adjustment mechanisms
Respectively reach the designed elevation of the bottom of large-scale structure.
As shown in figure 5 and figure 7, the card slot for being located at the support adjustment mechanism of the low level side of large-scale component 3 has limiting side, limit
Position side is resisted against the low level side of large-scale component 3 to prevent the sideslip of large-scale component.
During the height of the card slot of support plate, shift value is monitored by displacement sensor in real time, it is ensured that support plate
Card slot height can stably reach large-scale structure 3 bottom designed elevation.
S3:Hoisting large-size component so that the bottom of large-scale component is embedded in card slot。
Utilizing works lifting machine hoisting large-size component 3, is hung to design installation site so that large-scale structure by large-scale component 3
The bottom of part 3 is embedded in the card slot of support plate.
S4:The large-scale component 3 being embedded in card slot is installed on design installation site。
It is embedded in the card slot of support plate by the bottom of large-scale component 3 so that large-scale component is held on support adjusting machine
After on structure, the height of support plate is monitored in real time by displacement sensor, it is ensured that large-scale component 3 was stablized is located at design installation site
On.
After the stabilization of large-scale component 3 is in design installation site, installation is fixed in large-scale component 3, with fixation
The position of large-scale component 3.
S5:By the height for reducing jacking apparatus so that support component slides downwards along guide groove, and card slot is detached from large size The bottom of component。
After the fixed installation of large-scale component 3, the height of jacking apparatus is controlled by controller.Specifically, being supported by 2
The jacking apparatus of regulating mechanism, which synchronizes, to be declined, and each falling head is 10mm~20mm, gradually completes unloading so that support plate
The bottom of card slot and large-scale component 3 be detached from.
S6:Remove lattice column and support adjustment mechanism 2。
After the bottom of support plate and large-scale component 3 completely disengages, support adjustment mechanism, capital 11 and of seat can be removed successively
Lattice column, so as to being used in turn for equipment.
3rd embodiment
Fig. 8 is that the use state of the 3rd embodiment for the support equipment that the utility model is used to install large-scale component is overlooked
Figure, the sectional view that Fig. 9 is B-B in Fig. 8.
The utility model provides a kind of support equipment for installing large-scale component, including：Lattice column and support adjusting machine
Structure.
Difference lies in the arrangement of two support adjustment mechanisms 2 and the cards of support plate for the present embodiment and first embodiment
Slot has limiting side, other, does not repeat herein.
Specifically, when large-scale component is obliquely installed, the opposite high-order side and low level side of large-scale component, as shown in figure 9,
The left side of large-scale component is high-order side, and the right side of large-scale component is low level side.There is card slot limiting side, the limiting side of card slot to support
In the low level side of large-scale component to prevent the sideslip of large-scale component, installation when heeling condition to realize large-scale component.
As shown in figure 9, the card slot positioned at the support adjustment mechanism 2 of the low level side of large-scale component 3 has limiting side, limiting side
It is resisted against the low level side of large-scale component 3 to prevent the sideslip of large-scale component, and then realizes the inclination installation of large-scale component.
When the vertical inclination angle of large-scale component 3 is larger, and large-scale component 3 width it is also larger when, can allow large-scale component 3
The support adjustment mechanism 2 of high-order side be arranged along the axis direction for being parallel to large-scale component 3, and the low level side of large-scale component 3
Support adjustment mechanism 2 is along the axis direction arrangement perpendicular to large-scale component 3.Two support adjustment mechanisms 2 be arranged in a mutually vertical manner in
On capital seat 11.
The utility model provides a kind of method for supporting using the above-mentioned support equipment for installing large-scale component, including
Following steps：
S1:Lattice column is set in the lower section of the design installation site of large-scale component 3, and is adjusted in installation support on lattice column Mechanism。
A is used to install the making of the support equipment of large-scale component：
It completes for install large-scale structure according to the size of large-scale component and design setting angle, in advance setting-out and in processing factory
The making of two lattice columns, capital seat 11 and two support adjustment mechanisms 2 of the support equipment of part.Support adjustment mechanism includes holding
Carrier beam, guide post, jacking apparatus, support component 24 and diagonal brace 25.Support component 24 includes：Joist, traveller and support plate.Support
Plate cuts to form card slot according to the shape and size of large-scale component so that the shape and size phase of card slot and the bottom of large-scale component
Adaptation.
Card slot has limiting side.
B is used to install the transport of the support equipment of large-scale component：
By the lattice column and support adjustment mechanism of processing and fabricating, it is transported to the erecting bed of large-scale component.
C is used to install the installation of the support equipment of large-scale component：
Two lattice columns are set to the lower section of the design installation site of large-scale component 3 so that the top of lattice column with it is big
The reserved space of capital seat 11 and support adjustment mechanism installation is reserved between the design installation site of type component 3.It leaves a blank in advance
In, capital seat 11 is connected to the top of lattice column.
According to the design setting angle of large-scale component and inclination angle, two installation support adjustment mechanisms, make on capital seat 11
Two support adjustment mechanisms are arranged in parallel and be laid on capital seat 11 in two fonts, the position of two support adjustment mechanisms
It sets and is corresponded with the position of two lattice columns.
In the present embodiment, two installation support adjustment mechanisms are arranged along the axis direction of large-scale component.
S2:By the height for adjusting the jacking apparatus of support adjustment mechanism so that the support component edge of support adjustment mechanism The guide groove of the guide post of support adjustment mechanism slides upwards, and the height of the card slot at the top of support component reaches large-scale component Bottom designed elevation。
After the installation of the support equipment for installing large-scale component, the elemental height of the card slot of support plate is measured, is calculated
The shift value (wicking height of support plate) of support plate.Designed elevation-card slot of the bottom of the shift value of support plate=large size structure 3
Elemental height).Pass through the flexible of controller jacking apparatus so that the height of the card slot of the support plate of two support adjustment mechanisms
Respectively reach the designed elevation of the bottom of large-scale structure.
When the vertical inclination angle of large-scale component 3 is larger, and large-scale component 3 width it is also larger when, can allow large-scale component 3
The support adjustment mechanism 2 of high-order side be arranged along the axis direction for being parallel to large-scale component 3, and the low level side of large-scale component 3
Support adjustment mechanism 2 is along the axis direction arrangement perpendicular to large-scale component 3.Two support adjustment mechanisms 2 be arranged in a mutually vertical manner in
On capital seat 11.
As shown in figure 9, the card slot positioned at the support adjustment mechanism 2 of the low level side of large-scale component 3 has limiting side, limiting side
It is resisted against the low level side of large-scale component 3 to prevent the sideslip of large-scale component.
S3:Hoisting large-size component so that the bottom of large-scale component is embedded in card slot。
Utilizing works lifting machine hoisting large-size component 3, is hung to design installation site so that large-scale structure by large-scale component 3
The bottom of part 3 is embedded in the card slot of support plate.
S4:The large-scale component 3 being embedded in card slot is installed on design installation site。
It is embedded in the card slot of support plate by the bottom of large-scale component 3 so that large-scale component is held on support adjusting machine
After on structure, the height of support plate is monitored in real time by displacement sensor, it is ensured that large-scale component 3 was stablized is located at design installation site
On.
After the stabilization of large-scale component 3 is in design installation site, installation is fixed in large-scale component 3, with fixation
The position of large-scale component 3.
S5:By the height for reducing jacking apparatus so that support component slides downwards along guide groove, and card slot is detached from large size The bottom of component。
After the fixed installation of large-scale component 3, the height of jacking apparatus is controlled by controller.Specifically, being supported by 2
The jacking apparatus of regulating mechanism, which synchronizes, to be declined, and each falling head is 10mm~20mm, gradually completes unloading so that support plate
The bottom of card slot and large-scale component 3 be detached from.
S6:Remove lattice column 1 and support adjustment mechanism 2。
After the bottom of support plate and large-scale component 3 completely disengages, support adjustment mechanism, capital 11 and of seat can be removed successively
Lattice column 1, so as to being used in turn for equipment.
It should be noted that structure, ratio, size etc. depicted in this specification institute accompanying drawings, only coordinating
The bright revealed content of book, so that those skilled in the art understands and reads, being not limited to the utility model can implement
Qualifications, therefore do not have technical essential meaning, the modification of any structure, the change of proportionate relationship or the adjustment of size,
In the case where not influencing the effect of the utility model can be generated and the purpose that can reach, should all still fall disclosed in the utility model
Technology contents obtain and can cover in the range of.Meanwhile in this specification it is cited as "upper", "lower", "left", "right", " in
Between " and " one " etc. term, be merely convenient to being illustrated for narration, rather than to limit the enforceable range of the utility model,
Relativeness is altered or modified, in the case where changing technology contents without essence, when being also considered as the enforceable scope of the utility model.
The utility model is described in detail above in association with attached drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not be constituted to this practicality
Novel restriction, the utility model will be using the ranges that the appended claims define as protection domain.
Claims (9)
1. a kind of Construction of Supporting device of large-scale component installation unloading, which is characterized in that including：
Lattice column；And
Support adjustment mechanism, including it is removably installed in the load bearing beam at the top of the lattice column, it is arranged on the load bearing beam
There is telescopic jacking apparatus, support component is connected on the jacking apparatus, is formed at the top of the support component for big
The card slot that the bottom of type component is embedded is provided with guide post on the load bearing beam, and the guide post is formed with vertical guide groove,
The support component is slidedly arranged in the guide groove.
2. the Construction of Supporting device of large-scale component installation unloading according to claim 1, which is characterized in that the support group
Part includes：
Joist is connected to the top of the jacking apparatus；
Traveller is slidedly arranged in the guide groove, and the bottom of the traveller is connected to the joist；And
Support plate is connected between the joist and the traveller, and the card slot is formed in the top of the support plate.
3. the Construction of Supporting device of large-scale component installation unloading according to claim 1, which is characterized in that the lattice column
Top be equipped with capital seat, the load bearing beam is connected to the top of capital seat.
4. the Construction of Supporting device of large-scale component installation unloading according to claim 3, which is characterized in that the guide post
It is equipped with diagonal brace between the capital seat.
5. the Construction of Supporting device of large-scale component installation unloading according to claim 1, which is characterized in that the support is adjusted
The quantity for saving mechanism is two.
6. the Construction of Supporting device of large-scale component installation unloading according to claim 5, which is characterized in that the lattice column
Quantity be two, the positions of two lattice columns is corresponded with the position of two support adjustment mechanisms respectively.
7. the Construction of Supporting device of large-scale component installation unloading according to claim 5, which is characterized in that two branch
It is arranged in parallel to support regulating mechanism.
8. the Construction of Supporting device of large-scale component installation unloading according to claim 6, which is characterized in that two branch
Support regulating mechanism is arranged in a mutually vertical manner.
9. the Construction of Supporting device of large-scale component installation unloading according to claim 8, which is characterized in that the card slot tool
There are limiting side, the limiting side to be resisted against the low level side of the large-scale component when the large-scale component is obliquely installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820097218.7U CN207974010U (en) | 2018-01-19 | 2018-01-19 | The Construction of Supporting device of large-scale component installation unloading |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820097218.7U CN207974010U (en) | 2018-01-19 | 2018-01-19 | The Construction of Supporting device of large-scale component installation unloading |
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| Publication Number | Publication Date |
|---|---|
| CN207974010U true CN207974010U (en) | 2018-10-16 |
Family
ID=63769478
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|---|---|---|---|
| CN201820097218.7U Expired - Fee Related CN207974010U (en) | 2018-01-19 | 2018-01-19 | The Construction of Supporting device of large-scale component installation unloading |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149582A (en) * | 2018-01-19 | 2018-06-12 | 中国建筑第八工程局有限公司 | For installing the support equipment of large-scale component and its method for supporting |
| CN109487912A (en) * | 2018-11-30 | 2019-03-19 | 北京市建筑工程研究院有限责任公司 | A kind of construction method of super-span truss-string-structure |
-
2018
- 2018-01-19 CN CN201820097218.7U patent/CN207974010U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108149582A (en) * | 2018-01-19 | 2018-06-12 | 中国建筑第八工程局有限公司 | For installing the support equipment of large-scale component and its method for supporting |
| CN109487912A (en) * | 2018-11-30 | 2019-03-19 | 北京市建筑工程研究院有限责任公司 | A kind of construction method of super-span truss-string-structure |
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Granted publication date: 20181016 |