CN208122245U - Truss operating platform suitable for large space construction - Google Patents
Truss operating platform suitable for large space construction Download PDFInfo
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- CN208122245U CN208122245U CN201820428347.XU CN201820428347U CN208122245U CN 208122245 U CN208122245 U CN 208122245U CN 201820428347 U CN201820428347 U CN 201820428347U CN 208122245 U CN208122245 U CN 208122245U
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- truss
- large space
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- girder
- space construction
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Abstract
The utility model provides a truss operating platform for being suitable for large space construction, it is applied to large space construction environment, including operating device, girder device and clamp device, wherein the operating device includes main frame, lifting device, braking equipment, the lifting device include the driving body being set on the main frame and from the driving can outwardly extending lifting halliard, the braking equipment includes the brake member for being set to the position-limited rail of the main frame and being set to the position-limited rail；Wherein the girder device is liftably connected to the operating device, wherein the fastening apparatus includes the first fastening apparatus of the fixed operating device Yu the lower floor plate, and the second fastening apparatus of the fixed girder device and the structural column.
Description
Technical field
The utility model relates to building fields, in particular to one to be suitable for the truss operating platform of large space construction,
Described in truss operating platform the operational safety and working efficiency of operator can be improved.
Background technique
With the raising of people's quality of the life, people also more and more more focus on the aesthetic consciousness of oneself.For example people are living
When room or appreciation building, it can be also more prone to the building of large space, the building of these large spaces can give
Open visual enjoyment and unobstructed heart are enjoyed.Large-space clean factory building mentioned here refers to building height height, width
Big building, such as the Atrium Space liked by people just belong to a kind of large-space clean factory building.
Zhongting typically refers to the courtyard space of building interior, and maximum feature, which forms to have, is located at building interior
" exterior space " is a kind of peculiar form be not only isolated but also merged with exterior space to be built in architectural design, or perhaps build
A kind of mode of internal environment sharing external elements.The application of Zhongting can solve the problems, such as intrinsic some in hypogee, all
Such as undesirable psychoreaction, external and feature is unobvious, limitation, sense of direction difference of view and available light.
However for being similar to for large-space clean factory building as Atrium Space, during high-building construction, often
Large space construction content can often be encountered.In the prior art for the conventional construction method of large space construction often using full
For the red formula scaffold of hall as operating platform, all round victory formula scaffold is that a kind of be paved in the horizontal direction is set up as shown in us
The construction technology of scaffold, the scaffold applied to large space is often sufficiently bulky, so as to cause there are many problems：
1, the artificial of this kind of scaffold, material investment are big.Scaffold this kind of first generally require to build and large space
The same or more height, that is to say, that the cost of manufacture of this kind of scaffold is big in the extreme.In addition, making such foot hand
Frame is also required to additional construction personnel, improves artificial investment.
2, less economical.Since the cost of manufacture of this kind of scaffold is big, the profit or loss of operation of one side certainly will be brought.In addition what
Hardly possible, which is directly recycled, causes to use scaffold to require to set up and dismantle every time, it is also necessary to scaffold is shifted, so as to cause
The profit or loss of operation of another aspect.Secondly operation is generally acknowledged very inconvenient using the scaffold, is influenced working efficiency and is caused part again
Profit or loss of operation.
3, safety is poor.This kind of scaffold is accumulated by bracket to be formed, itself structural not strong enough, along with being placed in for a long time
It is used under adverse circumstances, then more further structural stability is caused to reduce.
In addition scaffold is higher, and center of gravity is more unstable, then easier to there are problems that construction safety.That is, being built at present
The large space construction field of industry is built, there are many problems for common construction technique, and give construction personnel and demand
All cause very more puzzlements in side.
Summary of the invention
The purpose of this utility model is to provide the truss operating platforms that one is suitable for large space construction, wherein the purlin
Frame operating platform is suitable for large space construction environment, while effectively improving the working efficiency of construction personnel, improves construction peace
Quan Xing.
The purpose of this utility model is to provide the truss operating platform that one is suitable for large space construction, the truss behaviour
Include operating device and girder device as platform, the girder device can in the operating device firmly change location,
Consequently facilitating the construction of construction personnel.
The purpose of this utility model is to provide the truss operating platform that one is suitable for large space construction, the operation dress
Set to move in a certain range, and makes the truss operating platform that can rapidly be transferred position to construction site.
The purpose of this utility model is to provide the truss operating platform that one is suitable for large space construction, the truss dress
Setting needs material few, reduces the expenditure of cost of manufacture.
The purpose of this utility model is to provide the truss operating platform that one is suitable for large space construction, the truss dress
The safety and firmness with height is set, the truss operating platform maltilevel security device setting guarantees the operation of the operating platform
Safety.
The purpose of this utility model is to provide the truss operating platform that one is suitable for large space construction, the truss behaviour
The production method for making platform is simple to operation, can be usually applied quickly the construction in construction site, improves construction efficiency.
The purpose of this utility model is to provide the truss operating platform that one is suitable for large space construction, the truss behaviour
The application for making platform improves the construction efficiency of construction personnel, economic benefit itself can be recirculated use, there is very extensive reality
Border application prospect.
In order to realize the above goal of the invention, the utility model provides the truss operation that one is suitable for large space construction and puts down
Platform is applied to large space construction environment, and wherein large space construction environment includes upper floor plate, lower floor plate and structural column,
It is characterized in that, the truss operating platform for being suitable for large space construction includes：Operating device, wherein the behaviour
It include main frame, lifting device, braking equipment, wherein the main frame includes walking column and is operatively connected to as device
The steel column of the walking column, the lifting device include the driving body being set on the main frame and from the driving
The outwardly extending lifting halliard of energy, the braking equipment include being set to the position-limited rail of the main frame and being set to described
The brake member of position-limited rail；Girder device, wherein the girder device is liftably connected to the operating device, wherein the purlin
Rack device includes main couple and jack truss, wherein the girder device is flexibly connected by platform fixing piece with main frame, institute
It states lifting halliard one end and is connected to the girder device；And fastening apparatus, wherein the fastening apparatus includes described in fixation
First fastening apparatus of operating device and the lower floor plate, and the second fastening of the fixed girder device and the structural column
Equipment.
In some embodiments, fluctuating orbit is set on the walking column, and the steel column is vertical relative to the walking
Lifting carriage wheel is arranged in the side of column.
In some embodiments, the horizontal sliding rail of lower floor plate setting, the horizontal sliding of bottom end setting of the main frame
Wheel.
In some embodiments, in some embodiments, in some embodiments, the main couple is by the master that is parallel to each other
Crossbeam laterally is paved into be formed, and the jack truss includes that the rib column being parallel to each other vertically is paved into be formed.
In some embodiments, the girder device includes strengthening steel slab and cross-brace, and the strengthening steel slab setting exists
On the opposite inner surface of the main beam, the cross-brace inclination is placed between the main beam and the rib column.
In some embodiments, first fastening apparatus includes stretching, extension diagonal brace and hinged shaft, wherein the hinged shaft
It is formed in the main frame, the stretching, extension diagonal brace extends towards the direction of the lower floor plate from the hinged shaft and connects described go downstairs
Plate.
In some embodiments, second fastening apparatus includes diffusion supporting plate and back spin support frame, wherein after described
Circumflex branch support obliquely extends and connects to the structural column of two sides from the girder device, forms side three-legged structure, the expansion
Dissipate supporting plate extending towards the structural column from the girder device.
In some embodiments, the truss operating platform includes auxiliary device, wherein the auxiliary device includes pull rod
And the upper floor plate is fixed in oblique pull wirerope, described pull rod one end, the other end is fixed on the girder device, described oblique
It draws steel wire to be obliquely installed extension to two sides centered on the pull rod, forms three-legged structure with the pull rod.
In some embodiments, the truss operating platform includes safety equipment, the safety equipment include steel pipe and
Safety guard net, wherein the steel pipe extends the connection upper floor plate and described from the girder device towards the upper floor plate
Girder device, the safety guard net are set on the steel pipe.
In some embodiments, setting operates steel plate on the girder device, setting diffusion steel plate in the upper floor plate.
Detailed description of the invention
Fig. 1 is the facade of the truss operating platform for being suitable for large space construction of an embodiment according to the present utility model
Structural schematic diagram.
Fig. 2 is the structure chart of the truss operating platform suitable for large space construction according to the present utility model.
Fig. 3 is the structure chart of main couple in girder device according to the present utility model.
Fig. 4 is the structure chart of jack truss in girder device according to the present utility model.
Explanation is numbered in figure：Operating device 10, main frame 11, steel column 111, active column 112, fluctuating orbit 1121,
Movable pulley 1111, lifting device 12, driving body 121, hoisting wirerope 122, braking equipment 13, brake body 131, position-limited rail 132,
Operation equipment 14, movable pulley 141, fastening apparatus 16, the first fastening apparatus 161, the second fastening apparatus 162 stretch diagonal brace 1611,
Hinged shaft 1612, diffusion supporting plate 1621, back spin support frame 1622, girder device 20, main couple 21, jack truss 22, main beam 211,
Rib column 221, bracing means 23, strengthening steel slab 231, cross-brace 232, extra-column 233, attachment device 30, platform fixing card 61, even
Relay part 40, anchor plate 41, connecting plate 42, wall-connecting piece 43, anchor bar 44, ancillary equipment 50, pull rod 51, oblique pull wirerope
52, safety equipment 60, steel pipe 61, fastener 62, safety guard net 63
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art's every other embodiment obtained, all belongs to
In the range of the utility model protection.
It will be understood by those skilled in the art that in the exposure of the utility model, term " longitudinal direction ", " transverse direction ", "upper",
The orientation of the instructions such as "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" or position are closed
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, without
It is that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, therefore on
Stating term should not be understood as limiting the present invention.
It is understood that term " one " is interpreted as " at least one " or " one or more ", i.e., in one embodiment,
The quantity of one element can be one, and in a further embodiment, the quantity of the element can be it is multiple, term " one " is no
It can be interpreted as the limitation to quantity.
Fig. 1 is the schematic view of facade structure of the truss operating platform according to the present utility model for being applicable in large space construction.
As shown, the truss operating platform is applied in a large space construction environment, operator can be in truss operating platform
The upper construction for completing large space.In the embodiments of the present invention, the large space construction environment includes upper floor plate, under
Floor and the structural column for the two sides that are placed in, wherein the upper floor plate, lower floor plate are relative concept, the two is oppositely arranged, described
Structural column is placed in the construction space that the upper floor plate and the lower floor plate are formed, and is supported as tiled configuration.In addition, in order to
It, below will be using truss operating platform as referred to as introduction convenient for explanation.
The truss operating platform includes operating device 10 and the truss being movably connected in the operating device 10 dress
20 are set, the operating device 10 can be in the construction space along the track flower pattern that ground surface is certain, the girder device 20
Along short transverse activity in the operating device 10, so that the girder device 20 can arrive at the construction space
Each position, operator complete the construction of each position of each height on the girder device 20.
The operating device 10 includes main frame 11, wherein the main frame 11 includes steel column 111 and active column
112, the steel column 111 is slidably disposed in the active column 112, so that the steel column 111 can be with respect to institute
State 112 change location of active column.
Specifically, fluctuating orbit 1121 is arranged in 112 outer surface of active column, the correspondingly steel column 111
Movable pulley 1111 is set close to the side of the active column 112, the movable pulley 111 slides on the fluctuating orbit 1121
And it drives and relative position variation occurs between the active column 112 and the steel column 111.In some embodiments, described
Built-in space is formed inside steel column 111, the active column 112 is placed in the built-in space to connect the active column
112 and the steel column 111, the movable pulley 1111 is set to the inner surface of the steel column 111 at this time.In other realities
It applies in example, from the interior space of the active column 112, activity extends the steel column 111 outward, and the movable pulley 111 is set at this time
It is placed in the outer surface of the steel column.
The girder device 20 include main couple 21, jack truss 22 and bracing means 23, wherein the main couple 21 with
And the jack truss 22 forms columnar shape, specific structure is as shown in Figure 3 and Figure 4.The main couple 21 includes that main beam 211 is horizontal
It to be formed, and be separated by spaced apart the jack truss 22 is arranged between two parallel main beams 211 to being paved into.It is corresponding
Ground, the jack truss 22 include that serial rib column 221 vertically is paved into be formed, and the rib column 221 has certain gap in vain each other
It is arranged in parallel, to support the girder device 20 in vertical direction.
In other words, the main beam 211 forms the main couple 21, the rib column along the horizontally-parallel arrangement of horizontal direction
221, which extend in vertical direction parallel arrangement perpendicular to the main beam 211, forms the jack truss 22, and the rib column 221
It is connected between the main beam 221 by firm part, in the present invention, the firm part is implemented as bolt, with this
Mode assembles to form the girder device 20.
In addition, the girder device 20 further comprises bracing means 23, to reinforce the main beam 211 and the rib
Connection between column 221, to improve the structural stability of the girder device 20.The bracing means 23 includes strengthening steel slab
231, cross-brace 232 and extra-column 233, the strengthening steel slab 231 are arranged on the opposite inner surface of the main beam 211,
Specifically, the rib frame 22 extends outwardly from the side of the main beam 221, the strengthening steel slab 231, which is arranged at, not to be had
The side of the rib frame 22 is connected, to improve the intensity of the main beam 221.
The inclination of cross-brace 232 is placed between the main beam 221 and the rib column 221, to reinforce the main truss
The structural strength of frame 21 and the jack truss 22.From the foregoing, it will be observed that being formed between the rib column 221 and the main beam 221 square
Shape, and the tilting connection main beam 221 of the cross-brace 232 and the rib column 221, thus formed triangle it is firm as a result,
Reinforce the structural stability of the girder device 20 by this method.
The extra-column 233 is arranged in parallel in the rib column 221 to assist the supporting role of the rib column 221, is worth one
It is mentioned that, the presence of the extra-column 233 reduces the cost payout of the rib column 221.
It is movably connected between the girder device 20 and the operating device 10 by attachment device 30.It is specific and
Speech, the girder device 20 form the movable hole that area is matched with the operating device 10, and the operating device 10 passes through institute
State movable hole and the close girder device 20.In addition, the attachment device 30 includes platform fixing card 31, the platform is solid
Surely block 31 direction or the operating device 10 from the movable hole towards the operating device 10 towards the movable span
The direction in hole extends outwardly, and connects the girder device 20 and the operating device.
The operating device 10 include lifting device 12, wherein the lifting device 12 include an at least driving body 121 with
And an at least hoisting wirerope 122, one end of the hoisting wirerope 122 connect the driving body 121, described in other end connection
Girder device 20.Herein it should be pointed out that the girder device 20 also comprises an operation steel plate, the operation steel plate is flat
It is laid on the surface of the face upper floor plate of the girder device, in order to which operator carries out construction behaviour on the operation steel plate
Make.The operation steel plate is tightly attached to the girder device 20, load of the girder device 20 as the operation steel plate
Body support, in the embodiments of the present invention, the hoisting wirerope 122 connects the operation steel plate, but is also equal to company
Connect the girder device 20.
The driving body 121 can be placed in any position higher than the girder device 20, but the preferably described body 121 that deenergizes
It is placed in the top of the main frame 11, and to be connected to the driving body 121 described for one end of the hoisting wirerope 122
Driving body 121 drivingly controls, and the connection girder device 20 is fallen vertically downward from one end of the driving body 121, at this
In one embodiment of utility model, the driving body 121 is implemented as promoting motor, and the hoisting wirerope 122 is driven to be promoted
The girder device 20.
In concrete operations, the driving body 121 drives the girder device 20 hanging down by the hoisting wirerope 122
Histogram is movable upwards, and for construction personnel, construction personnel can be in certain height when constructing on the girder device 20
It is moved up and down in range, and is convenient for the construction of construction personnel, and the girder device may make by the lifting device 12
20 arrive at the height and position of large space.
In addition, the driving body 121 also drives the steel column 111 and the active column 112, the driving body 121
It is directly arranged on the steel column 111 and/or the active column 112, and drives the steel column 111 and the activity vertical
Relative position occurs between column 112 to change.
From the foregoing, it will be observed that the fluctuating orbit 1121 is arranged in the active column 112, the steel column 111 is in the driving
It is gone up and down relative to the active column 121 in vertical direction under the driving of body 121, by this method, the height of the main frame 11
It can be changed in a larger range, the girder device 20 also may make to arrive at the height and position of large space.It is specific and
The shift in position of the 20 big height range of girder device is completed in speech, the lifting of the main frame 11, the lifting device 12
Lifting completes the girder device 20 in the shift in position of low height range.
Correspondingly, the operating device 10 includes braking equipment 13, wherein the braking equipment 13 is described for braking
The shift in position of main frame 11 and the girder device 20.Specifically, the braking equipment 13 include brake body 131 and
Position-limited rail 132, wherein the position-limited rail 132 is set on the main frame 11, the brake body 131 is placed in the girder device
10 and the main frame 11 link position, it is described, and be set to the position-limited rail 132.
The brake body 131 can be implemented as a closing component structure in the embodiments of the present invention, be controlled in a lock
Change between state and a unlocked state, when the brake body 131 is in the lock status, the brake body controls the steel
Column 111 and the walking column 112 fixation are immovable, and the girder device 20 is fixed also relative to the main frame 11, when
When the brake body 131 is in the unlocked state, the steel column 111 and the walking column 112 are movable.
Specifically, the braking equipment 13 can be applied to control the braking of the main frame 11 itself, can also be fitted
For controlling the braking between the main frame 11 and the girder device 20, when the girder device 20 is in a specific position
When, the braking equipment 13 brakes the main frame 11 and the girder device 20, to ensure making for the girder device 20
Use stability.
In other words, the braking equipment 13 cooperates the lifting device 12 to complete the girder device 20 in vertical direction
Lifting and braking, so that construction personnel can complete the construction of large space on the girder device 20.
In addition, the operating device 10 can also be slided along certain sliding rail in the horizontal direction, at this point, the behaviour
Make 10 formation operation equipment 14 of device, wherein the operation equipment 14 includes being set to the bottom end of the main frame 11, Yi Jishe
Be placed in the horizontal sliding rail 142 of lower floor plate, from the strict sense for, the horizontal sliding rail 142 is not belonging to the behaviour
Make a part of device 10.The operating device 10 is set in the lower floor plate, and institute is arranged in the bottom of the operating device 10
State movable pulley 141, the lower floor plate setting it is corresponding it is described move horizontally track 142, the movable pulley 141 is movably set to
It is described to move horizontally on track 142, when the movable pulley 141 it is described move horizontally slided on track 142 when, the main frame
11 slide also relative to the track 142 that moves horizontally.
In addition, the operating device 10 includes fastening apparatus 16, described in order to reinforce the stability of the girder device 20
Fastening apparatus 16 can be divided into the first fastening apparatus 161 and second fastening apparatus 162 again, wherein first fastening apparatus
The 161 fastenings main frame 11 and the lower floor plate, second fastening apparatus 162 fasten the operating platform and the structure
Column 22.
Specifically, first fastening apparatus 161 includes stretching, extension diagonal brace 1611 and hinged shaft 1612, wherein the hinged shaft
1612 are formed in the main frame 11, and direction of the stretching, extension diagonal brace 1611 from the hinged shaft 1612 towards the lower floor plate extends
And the lower floor plate is connected, the main frame 11 and the lower floor plate are fixed by this method.It is noted that the stretching, extension is oblique
Support 1611 favours the main frame 11 and extends outwardly, and forms triangular structure with the main frame 11, reinforces by this method
The structural stability of first fastening apparatus 161.In addition, first fastening apparatus 161 also comprises ballast body 1613,
Described in ballast body 161 be placed in it is described stretching, extension diagonal brace 1611 on increase vertical direction gravity, to reinforce the stable structure
Property.
Second fastening apparatus 162 includes diffusion supporting plate 1621 and back spin support frame 1622, wherein the back spin branch
Support 1622 obliquely extends and connects to the structural column of two sides from the girder device 20, forms side three-legged structure, in addition,
The diffusion supporting plate 1621 extends from the girder device 20 towards the structural column, and is embedded in the structural column, thus tightly
It is solidly connected the girder device 20 and the structural column.
In addition, the operating device 10 is also obtained by connecting component 40 and wall connecting, in the embodiments of the present invention
In, the connecting component 40 includes anchor plate 41, connecting plate 42, wall-connecting piece 43 and anchor bar 44, wherein the anchoring
One end of reinforcing bar 44 is connected to the wall, and the anchor plate 41 is extended outward to form from the side of the main frame 11, anchor
Gu steel plate 41 is connect by the wall-connecting piece 43 with the anchor bar 41, the connection of connecting plate 42 is extended outwardly toward from both ends
Outer anchor plate 41, by this method, the operating device 10 and the wall connecting.
In addition, in order to reinforce the structural soundness of the truss operating platform, the truss operating platform includes that auxiliary is set
Standby 50, wherein the ancillary equipment 50 connects the upper floor plate and the girder device 20, when being fixed with effectively reducing platform
Pulling force suffered by the lifting device 12 guarantees construction safety.
Specifically, the ancillary equipment 50 includes pull rod 51 and oblique pull wirerope 52, formed in the upper floor plate pre-
Box out hole, the open close excessively described reserving hole of the one of the pull rod 51 is fixed on the upper floor plate, in addition, the 51 of the pull rod it is another
One end is fixed on the girder device 20 or the operation steel plate.At this point, the pull rod 51 perpendicular to the upper floor plate and
The girder device 20 is arranged, and plumbness can guarantee the more evenly dispersion of stress.The oblique pull wirerope 52 is with the pull rod
It is obliquely installed extension to two sides centered on 51, three-legged structure is formed with the pull rod 51, preferably to support the pull rod 51.When
When the girder device 20 keeps the fixation with the main frame 11, the pull rod 51 will disperse part pulling force, to avoid institute
It states lifting device 20 and bears excessive pulling force.In addition, the tilt angle root between the oblique pull wirerope 52 and the pull rod 51
Change according to the distance between the girder device 20 and described upper floor plate and changes.
In addition, the auxiliary device 50 further comprises diffusion steel plate 53, wherein described in the diffusion steel plate 53 is set to
Upper floor plate, with pulling force and the connection pull rod 51 of the peptizaiton in the upper floor plate.It is analyzed from amechanical angle, it is described
Pull rod 51 disperses the part pulling force of the girder device 20, and scattered pulling force is dispersed to the diffusion steel plate 53 again in turn
On, to reduce the stress of the upper floor plate, guarantee that the upper floor plate will not collapse and guarantee that the structure of the operating platform is steady
It is qualitative.
In order to reinforce the working security of the truss operating platform, the truss operating platform includes safety equipment 60,
Wherein the safety equipment 60 is set to 20 upside of girder device, specifically, the safety equipment 60 is placed in construction
In space, construction personnel is avoided to slide from the girder device 20 accidentally.
Specifically, the safety equipment 60 includes steel pipe 61, fastener 62 and safety guard net 63, wherein the steel pipe
61 extend the connection upper floor plate and the girder device 20, the safety from the girder device 20 towards the upper floor plate
It includes segment space on the steel pipe 61 that protective net 63, which is set to, in addition, the fastener 62 is arranged in the safety guard net 63
Or on the steel pipe 61, the safety guard net 63 is buckled on the steel pipe 61, guarantee the safety of construction personnel.
In conclusion the utility model provides a truss operating platform for being suitable for large-space clean factory building, wherein the purlin
Frame operating platform includes the operating device 10 and the girder device 20, and the girder device 20 can be filled along the operation
It sets 20 to move in vertical direction, the operating device 10 can move horizontally in the large space construction environment, then make
Any position can be moved in the large space construction environment by obtaining the girder device 20, convenient for operator in the truss
The construction of large-space clean factory building is carried out on device 20.In addition, the structural stability in order to guarantee the truss operating platform, described
Truss operating platform includes the auxiliary device 50 and the connecting component 40, and the auxiliary device 50 disperses the truss dress
The pulling force of 20 and the operating device 20 is set, the connecting component 40 connects the operating platform 10 and guarantees the operating platform
10 structural stability includes certainly a variety of fastening apparatus in the operating device 10, to guarantee the knot of the operating device 10
Structure stability.In order to guarantee construction personnel in 20 safe construction of girder device, the operating platform includes that the safety is set
Standby 60, the safety equipment 60 effectively prevent high-altitude object to fall and the safety of construction personnel.
The utility model is not limited to above-mentioned preferred forms, however, make any variation in its shape or structure,
It is all that there is technical solution identical or similar to the present application, it all falls within the protection scope of the utility model.
Claims (10)
1. being suitable for the truss operating platform of large space construction, it is applied to large space construction environment, wherein large space
Construction environment includes upper floor plate, lower floor plate and structural column, which is characterized in that the truss behaviour suitable for large space construction
Include as platform：
Operating device, wherein the operating device includes main frame, lifting device, braking equipment, wherein the main frame includes
Walking column and the steel column for being operatively connected to the walking column, the lifting device includes being set to the main frame
On driving body and from the outwardly extending hoisting wirerope of driving body, the braking equipment includes being set to the main frame
Position-limited rail and the brake member for being set to the position-limited rail；
Girder device, wherein the girder device is liftably connected to the operating device, wherein the girder device includes
Main couple and jack truss, wherein the girder device is flexibly connected by platform fixing piece with main frame, the lifting steel wire
Rope one end is connected to the girder device；And
Fastening apparatus, wherein the fastening apparatus includes the first fastening apparatus of the fixed operating device Yu the lower floor plate,
And the second fastening apparatus of the fixed girder device and the structural column.
2. the truss operating platform according to claim 1 suitable for large space construction, which is characterized in that the walking
Fluctuating orbit is set on column, and lifting carriage wheel is arranged relative to the side of the walking column in the steel column.
3. the truss operating platform according to claim 2 suitable for large space construction, which is characterized in that described to go downstairs
Horizontal movable pulley is arranged in the horizontal sliding rail of plate setting, the bottom end of the main frame.
4. the truss operating platform according to claim 1 suitable for large space construction, which is characterized in that the main truss
Frame is laterally paved by the main beam being parallel to each other and is formed, and the jack truss includes that the rib column being parallel to each other vertically is paved into be formed.
5. the truss operating platform according to claim 4 suitable for large space construction, which is characterized in that the truss
Device includes strengthening steel slab and cross-brace, and the strengthening steel slab is arranged on the opposite inner surface of the main beam, described oblique
Dagger inclination is placed between the main beam and the rib column.
6. the truss operating platform according to claim 1 suitable for large space construction, which is characterized in that described first
Fastening apparatus includes stretching, extension diagonal brace and hinged shaft, wherein the hinged shaft is formed in the main frame, the stretching, extension diagonal brace is from described
The direction of hinged shaft towards the lower floor plate extends and connects the lower floor plate.
7. the truss operating platform according to claim 1 suitable for large space construction, which is characterized in that described second
Fastening apparatus includes diffusion supporting plate and back spin support frame, wherein the back spin support frame is from the girder device obliquely to two
The structural column of side extends and connects, and forms side three-legged structure, the diffusion supporting plate is from the girder device towards the knot
Structure column extends.
8. according to claim 1 to 7 any truss operating platforms for being suitable for large space construction, which is characterized in that
The truss operating platform includes auxiliary device, wherein the auxiliary device includes pull rod and oblique pull wirerope, the pull rod
The upper floor plate is fixed in one end, and the other end is fixed on the girder device, and the oblique pull steel wire is centered on the pull rod
It is obliquely installed extension to two sides, forms three-legged structure with the pull rod.
9. according to claim 1 to 7 any truss operating platforms for being suitable for large space construction, which is characterized in that
The truss operating platform includes safety equipment, and the safety equipment includes steel pipe and safety guard net, wherein the steel pipe
Extend from the girder device towards the upper floor plate and connects the upper floor plate and the girder device, the safety guard net
It is set on the steel pipe.
10. according to claim 1 to 7 any truss operating platforms for being suitable for large space construction, which is characterized in that
Setting operates steel plate on the girder device, setting diffusion steel plate in the upper floor plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820428347.XU CN208122245U (en) | 2018-03-28 | 2018-03-28 | Truss operating platform suitable for large space construction |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323362A (en) * | 2021-06-08 | 2021-08-31 | 中国建筑第八工程局有限公司 | Overhead supporting operation frame based on bottom steel platform |
| WO2024065963A1 (en) * | 2022-09-27 | 2024-04-04 | 中建三局科创产业发展有限公司 | Intelligent construction integrated platform and use method |
| WO2024065964A1 (en) * | 2022-09-27 | 2024-04-04 | 中建三局科创产业发展有限公司 | Intelligent construction integrated platform and factory building construction method based on same |
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2018
- 2018-03-28 CN CN201820428347.XU patent/CN208122245U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323362A (en) * | 2021-06-08 | 2021-08-31 | 中国建筑第八工程局有限公司 | Overhead supporting operation frame based on bottom steel platform |
| WO2024065963A1 (en) * | 2022-09-27 | 2024-04-04 | 中建三局科创产业发展有限公司 | Intelligent construction integrated platform and use method |
| WO2024065964A1 (en) * | 2022-09-27 | 2024-04-04 | 中建三局科创产业发展有限公司 | Intelligent construction integrated platform and factory building construction method based on same |
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