CN109811997A - Combined type support system and application method for the installation of big special-shaped component - Google Patents
Combined type support system and application method for the installation of big special-shaped component Download PDFInfo
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- CN109811997A CN109811997A CN201910077775.1A CN201910077775A CN109811997A CN 109811997 A CN109811997 A CN 109811997A CN 201910077775 A CN201910077775 A CN 201910077775A CN 109811997 A CN109811997 A CN 109811997A
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- standard knot
- support
- standard
- adjusting block
- web member
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Abstract
The invention discloses the combined type support system installed for big special-shaped component and application method, solve the problems, such as that prior art long construction period, structural stability are poor, installation difficulty is big and at high cost.Support system of the present invention includes embedded parts structure, truss frame for connecting, support adjusting block and supportive body, and supportive body includes more than two support standard knots；Application method of the present invention is mainly pre-buried good by embedded parts structure, assembled later simultaneously to lift support standard knot, then installs truss frame for connecting, then processes and lifts support adjusting block, can carry out big special-shaped component installation.Support system of the present invention can effectively shorten construction period, and structural stability is strong, big special-shaped component installation difficulty can be effectively reduced, while can reduce cost.
Description
Technical field
The present invention relates to the combined type support system installed for big special-shaped component and application methods.
Background technique
Support frame is transported as the frame body for facilitating worker to carry out high altitude operation and component assembly and setting up in building field extensively
With, with society and building structure rapid development, the high building structure of large size, abnormal shape, large span, depth constantly breed and
Out.Traditional steel tube fastener formula scaffold is either on construction period, structural stability, operability, cost, convenience etc.
Aspect all largely constrains construction.
In large-scale box type structure, truss structure, abnormally-structured installation, because of universal high altitude operation, type of attachment is more
Sample, stress are complicated, the overall stiffness of the hanging method of component, stability and support system are comprehensively considered, to ensure that component is applied
Work meets design stress, therefore has quite high requirement to support construction form；Again since component is all often segmentation peace
The construction of dress, section and the direct abutment joint of section is often directed to high altitude operation, it is necessary to solve abutment joint docking, the welding behaviour of component
The problem of making platform, worker's high-altitude working safety, therefore, designed for big special-shaped component installation combined type support system and make
Above-mentioned technical problem has been solved with method, has become skilled artisan's technical problem urgently to be resolved.
Summary of the invention
The technical problem to be solved by the present invention is providing the combined type support system for the installation of big special-shaped component and use
Method solves the prior art using the support of conventional steel design of coupler scaffold and installs big special-shaped component, and there are long construction periods, knot
Structure stability is poor, installation difficulty is big and problem at high cost.
To achieve the above object, The technical solution adopted by the invention is as follows:
For big special-shaped component installation combined type support system, including embedded parts structure, truss frame for connecting, support adjusting block,
And supportive body, the supportive body include more than two support standard knots, all support standard knots are sequentially connected shape
At the supportive body, the support adjusting block is set to the top of the supportive body, for improving big special-shaped component installation essence
The safety of degree, installer, and welding operation difficulty is reduced, the embedded parts structure is set to the bottom of the supportive body,
For being embedded in below ground to guarantee that supportive body is firm on the ground, the supportive body at least there are two, the connection
The adjacent supportive body is connected by truss, and is at least connected between the two neighboring supportive body there are two the company
Connect truss.
Further, the embedded parts structure includes being embedded in below ground vertically and embedded part supervisor cylindrical, horizontal
It is responsible for bottom and column base plate in the form of annular discs set on the embedded part, the anchor rod on the column base plate is fixed at top, and described
The bottom surface of column base plate is connected and is located at the anchor bolt below the column base plate, and the horizontal backing plate for being set to the anchor bolt bottom；
The top of embedded part supervisor bassets above and is connected with the support standard knot, outer wall last week that the embedded part is responsible for
There is ordered series of numbers peg group to being equally spaced, peg group described in each group includes at least four bolts being equally spaced in the vertical direction
Nail；
The anchor rod is L-shaped, the stock including being distributed vertically and the quarter butt for being connected horizontally on the stock bottom end, described
Column base plate is equipped with screw through hole, and the first stud is equipped in the screw through hole, and the top of the stock is along it
Direction of axis line offers the threaded hole matched with first stud, and the lower part of first stud passes through institute
The top that threaded hole is threadedly connected to the stock is stated, and the top of first stud passes through at least two hexagonal spiral shells
It is female mutually to be fixed with the column base plate；
The anchor bolt is L-shaped, horizontal anchor bolt arm including horizontal distribution and is connected to the horizontal anchor bolt arm straight down
The vertical anchor bolt arm of outer end, the backing plate are fixed on the bottom end of the vertical anchor bolt arm, the inner end of the horizontal anchor bolt arm and institute
The bottom surface for stating column base plate is connected；
The bottom surface of the column base plate is equipped with connecting plate vertically, and connecting plate screw through hole is offered on the connecting plate, and
The second stud is equipped in the connecting plate screw through hole, the inner end of the horizontal anchor bolt arm is offered along its direction of axis line
The threaded hole matched with second stud, second stud are in horizontal distribution, second stud
Outer end the inner end of the horizontal anchor bolt arm, and described second pair are threadedly connected to by the threaded hole of horizontal anchor bolt arm inner end
The inner end of hook bolt is mutually fixed by least two hex nuts with the connecting plate；
At least eight pieces of embedded part stiffeners are connected between the embedded part supervisor and the column base plate, eight pieces of embedded parts are put more energy into
Plate is circumferentially equidistant to be surrounded on the embedded part supervisor outer wall distribution.
Further, the anchor rod and the anchor bolt are respectively in the two sides of the column base plate, the stock and described short
Bar is an integral structure, and the axial line of stock upper screwed hole is overlapped with the axial line of the stock, horizontal anchor bolt arm upper screwed hole
Axial line be overlapped with the axial line of the horizontal anchor bolt arm, the peg group being circumferentially equally spaced on the outer wall of embedded part supervisor
There are 6 column, the horizontal anchor bolt arm and vertical anchor bolt arm is isometric and integrated structure, the backing plate is square, and
The bottom end of the vertical anchor bolt arm and the end face center of the backing plate are mutually fixed.
Further, the support standard knot include standard knot supervisor, standard knot docking mechanism, standard knot inclination web member,
Standard knot tilts web member connecting plate, standard horizontal web member and standard horizontal web member connecting plate, and the standard knot supervisor has
Four, vertical distribution forms cuboid and supports standard knot frame, and four standard knot supervisors are respectively in support mark
On four vertical edges of quasi- section frame, the both ends of each standard knot supervisor are respectively equipped with a standard knot docking mechanism,
The standard knot docking mechanism supports being fixedly connected with each other for standard knot for upper and lower two, positioned at the branch of the supportive body bottom
Four standard knots supervisor in support standard knot is connected with an embedded parts structure respectively, and standard knot is responsible for and is accordingly buried
The embedded part of part structure is responsible for connection；
The each standard knot supervisor is equipped with six pieces of standard horizontal web member connecting plates, three pieces of standard knots
Horizontal web member connecting plate is one group, and two groups of standard horizontal web member connecting plates are distributed in adjacent the two of the corresponding standard knot supervisor
Side, same group of three pieces of standard horizontal web member connecting plates are respectively in upper end, centre and lower end that standard knot is responsible for the same side；Phase
The sides adjacent of adjacent two standard knot supervisors is connected by three standard horizontal web members, and three standards are water-saving
One end of flat web member is connected with one group of standard horizontal web member connecting plate on respective standard section supervisor respectively, three marks
The other end of quasi- horizontal web member is connected with one group of standard horizontal web member connecting plate on another standard knot supervisor respectively, institute
There is the equal horizontal distribution of the horizontal web member of the standard knot, four standard knot supervisors pass through 12 standard horizontal web members
Fixed sizing；
Four pieces of standard knot inclination web member connecting plates, four pieces of standards are additionally provided on each standard knot supervisor
In pairs, two groups of standard knot inclination web member connecting plates are distributed in the phase of the corresponding standard knot supervisor to section inclination web member connecting plate
Adjacent two sides, while one group of standard knot inclination web member connecting plate and one group of ipsilateral distribution of standard horizontal web member connecting plate, and it is another
One group of standard knot inclination web member connecting plate and another group of ipsilateral distribution of standard horizontal web member connecting plate, described in two pieces of same group
Standard knot inclination web member connecting plate is distributed in the upper and lower ends that the standard knot is responsible for the same side, and another group of two pieces of marks
Quasi- section inclination web member connecting plate is distributed in the centre of the standard knot supervisor other side, adjacent two standard knots supervisor sides adjacent
Standard knot inclination web member connecting plate is dislocatedly distributed, and is also connected with two standard knots between adjacent two standard knot supervisors
Web member is tilted, two pieces of standard knots of upper and lower ends are responsible in one end of two standard knot inclination web members with respective standard section respectively
The connection of web member connecting plate is tilted, the other end of two standard knot inclination web members is responsible for intermediate two with another standard knot respectively
Block standard knot tilts the connection of web member connecting plate；
The standard knot docking mechanism includes standard knot docking mechanism positioning disk, the standard knot docking mechanism of plate-like in a ring
Stiffener plate and standard knot docking mechanism fixing bolt, the top and bottom end that each standard knot is responsible for are fixed respectively
Have the standard knot docking mechanism positioning disk, on the standard knot docking mechanism positioning disk it is circumferentially equidistant open up there are six with
The bottom end of the fixing bolt through-hole that the standard knot docking mechanism fixing bolt matches, top standard knot supervisor is adjacent with lower section
The top of standard knot supervisor is connected to each other by respective standard section docking mechanism positioning disk, two be connected to each other the standard knot docking
Fixing bolt through-hole on mechanism positioning disk corresponds, and two standard knot supervisors are fixed by standard knot docking mechanism
Bolt fastening carries out being detachably fixed connection in corresponding fixing bolt through-hole, and the standard knot docking mechanism stiffener plate is set to
Between the standard knot docking mechanism positioning disk and standard knot supervisor, there are six each described standard knot docking mechanism is set
Standard knot docking mechanism stiffener plate, six standard knot docking mechanism stiffener plates are circumferentially equidistant around the standard knot master
Pipe distribution.
Further, upper two pieces of intermediate standard knot inclination web members are responsible for positioned at same standard knot and are respectively in the standard
The two sides of the middle position standard horizontal web member connecting plate of supervisor are saved, and are pair with the standard horizontal web member connecting plate
Title face is symmetrical；Angle between standard knot inclination web member and respective standard section supervisor is more than or equal to 30 ° and is less than etc.
In 45 °；
The standard knot supervisor, the standard knot docking mechanism, the standard horizontal web member, the standard horizontal abdomen
Bar connecting plate, standard knot inclination web member and standard knot inclination web member connecting plate are made of steel；The standard knot
Supervisor uses with all standard horizontal web member connecting plates and all standard knot inclination web member connecting plates respectively
It is welded and fixed, the standard horizontal web member is used with the corresponding standard horizontal web member connecting plate and is welded and fixed, the mark
Quasi- section inclination web member is used with the corresponding standard knot inclination web member connecting plate and is welded and fixed；
Most short weld seam between the standard horizontal web member and the corresponding standard horizontal web member connecting plate is not less than
200mm, the standard knot inclination web member and the corresponding standard knot inclination web member connecting plate are not less than 200mm；The standard knot
The shortest distance between the end of horizontal web member and the corresponding standard knot supervisor not less than 20mm and is not more than 50mm, the mark
The shortest distance between the end of quasi- section inclination web member and the corresponding standard knot supervisor not less than 20mm and is not more than 50mm.
Further, the support adjusting block include be horizontally installed to support at the top of the supportive body adjust platform,
And four support adjusting block supervisors, the support adjusting platform, which is equipped with, is used to support operating worker to facilitate weld job
Support adjusts block welding operating platform, and the support adjusts platform and is equipped with three groups for supporting the support of big special-shaped component jointly
Adjusting block absolute altitude column group, support adjusting block absolute altitude column group, which is laterally equally spaced, described in three groups adjusts platform in the support
On, support adjusting block absolute altitude column group described in every group includes a first support adjusting block absolute altitude column being distributed vertically and one
Vertical distribution and the second support adjusting block absolute altitude column faced with the first support adjusting block absolute altitude column, described in three
First support adjusting block absolute altitude column, which is equally spaced, adjusts the front edge of platform in the support, and three second supports are adjusted
Locking nub absolute altitude column be equally spaced in it is described support adjust platform rear edge, it is described first support adjusting block absolute altitude column and
The corresponding second support adjusting block absolute altitude column cooperates jointly for adjusting the absolute altitude for controlling last point；
The top of all first support adjusting block absolute altitude columns and all second support adjusting block absolute altitude columns
It is equipped with one block of support adjusting block absolute altitude column leveling board, the support adjusting block absolute altitude column leveling board is for making described first
Support adjusting block absolute altitude column and the corresponding second support adjusting block absolute altitude column contact change with the line of big special-shaped component jointly
At face contact, and the support adjusting block absolute altitude column leveling board also plays leveling absolute altitude；
Four support adjusting block supervisors are set to the bottom surface quadrangle that the support adjusts platform vertically respectively, described in four
Support the bottom of adjusting block supervisor respectively and described in four in support standard knot described in top in the corresponding supportive body
The top of standard knot supervisor is mutually welded, and the support adjusts platform and passes through four support adjusting block supervisors and the corresponding branch
Support main body is connected.
Further, it is welded with support adjusting block web member between the adjacent two support adjusting block supervisors, be used for
The stability of the hydrophobic support adjusting block supervisor of enhancing four, the support adjust platform and are equipped with the support adjusting block extended downwardly
Upper people channel enters support with convenient working personnel and adjusts platform, and the peripheral ring that the support adjusts platform is equipped with for guaranteeing
The support adjusting block fence of operator's operation safety, the first support adjusting block absolute altitude column are shorter than corresponding described second
Adjusting block absolute altitude column is supported, each second support adjusting block absolute altitude column and the support are adjusted to be equipped between platform
Adjusting block absolute altitude column reinforcing rib is supported described at least one, the support is adjusted there are four block welding operating platforms, and four
A support adjusts block welding operating platform and is distributed according to the height that moves towards of big special-shaped component weld seam, and four supports are adjusted
Block welding operating platform distributes alternately with support adjusting block absolute altitude column group described in three groups, the support adjusting block absolute altitude column group
Regulated quantity be Centimeter Level, it is described support adjusting block absolute altitude column leveling board regulated quantity be grade.
Further, the support adjusting block supervisor, the support adjusting block web member, the support adjust platform, described
Adjusting block fence, the first support adjusting block absolute altitude column, the second support adjusting block absolute altitude column, the support is supported to adjust
Block absolute altitude column leveling board, the support adjusting block absolute altitude column reinforcing rib, the support adjust block welding operating platform and institute
People channel on support adjusting block is stated to be all made of steel and be made
Further, the truss frame for connecting includes truss frame for connecting supervisor, truss frame for connecting connecting plate and truss frame for connecting web member, institute
Stating truss frame for connecting supervisor has four, and four truss frame for connecting supervisors collectively constitute truss frame for connecting framework, and four companies
Truss supervisor is met to be located on four longitudinal edges of the truss frame for connecting framework, the both ends of truss frame for connecting supervisor respectively with it is adjacent
Standard knot supervisor on two supportive bodies is connected, and is connected between adjacent two truss frame for connecting supervisors
Truss web is connect, and the truss frame for connecting web member is responsible for phase by the truss frame for connecting connecting plate and the corresponding truss frame for connecting
Welding；The supportive body is equipped with ladder and half space, and the half space includes being fixed on the supportive body
Checkered steel plate and the half space fence and safety net being located on the checkered steel plate edge.
The application method of combined type support system for the installation of big special-shaped component, comprising the following steps:
Step 1: each angle embedded part coordinate of each support frame of support system being found out according to two-dimensional plane layout figure, root before constructing
Point is put well according to coordinate, then embedded part is responsible for center alignment coordinates point, places and fixes by embedded part, casting concrete；
Step 2: standard knot will be supported to spell into section on ground, and by the ladder to match with it, half space install to
On respective support standard knot；
Step 3: according to big special-shaped component mounting height, calculating and support standard knot number of segment needed for each splicing fracture
Then amount is docked at top first segment support standard knot with embedded part supervisor in corresponding embedded parts structure using loop wheel machine, subsequent support mark
Quasi- section is successively lifted connection by computed altitude；
Step 4: assembled good truss frame for connecting on the ground, after being connected to the lifting of all support standard knots, according at least
Height installs truss frame for connecting to twice of standard successively；
Step 5: adjusting block will be supported to process on ground, after all truss frame for connecting complete splicing, support frame corresponding segment
Before big special-shaped component installation, support adjusting block lifting is fixed on supportive body top braces standard knot；
Step 6: big special-shaped component lifting the previous day, repetition measurement have installed the absolute altitude of support system, to support adjusting block mark
High column is trimmed, after so that it is mounted on support adjusting block, the big special-shaped component contour line of actual installation, absolute altitude and theoretical installation
Big special-shaped component contour line, absolute altitude control are in error range；
Step 7: step 5 and step 6 are repeated, until big special-shaped component is installed.
Compared with prior art, the invention has the following advantages:
Support system structure of the present invention is simple, design is scientific and reasonable, easy to use, can effectively shorten construction period, structure
Stability is strong, big special-shaped component installation difficulty can be effectively reduced, while entire support system can reuse, and can effectively reduce
Cost.
Embedded parts structure of the present invention can be such that the support standard knot in big special-shaped component installation combined type support system is stable in
Ground, and then realize that big special-shaped component installation combined type support system is integrally firmly secured on ground；It includes embedded part master
Pipe, the top of embedded part supervisor basset above and install the support standard knot phase in combined type support system with big special-shaped component
Connection (support standard knot is the major support members that big special-shaped component installs combined type support system), the lower part of embedded part supervisor is buried
Set below ground, embedded part supervisor bottom end sets column base plate, sets eight pieces of embedded part stiffeners, column base plate between column base plate and embedded part supervisor
Below ground is embedded in eight pieces of embedded part stiffeners, it is ensured that embedded parts structure whole firm fixed sets anchor below column base plate
Bolt, backing plate and anchor rod, anchor bolt, backing plate and anchor rod are located at below ground, can further improve the firm fixed of embedded parts structure, such as
This can guarantee that being responsible for the support standard knot being connected with embedded part of the present invention very firmly establishes on the ground, and then can protect
The entire big special-shaped component installation combined type support system of card is firmly established on the ground.
The horizontal anchor bolt arm of anchor bolt and the stock of anchor rod set threaded hole, horizontal anchor bolt arm respectively in embedded parts structure of the present invention
Pass through respective screw hole respectively with stock to connect with the second stud and the first stud respectively, anchor bolt and anchor rod difference
It is fixed on column base plate by the second stud and the first stud, structure is simple, is connected firmly, convenient for disassembly and assembly.
The present invention supports structural stability after standard knot assembling strong, and packaging efficiency is high, common by four standard knot supervisors
Support standard knot frame is formed, is connected between adjacent two standard knots supervisor by three standard horizontal web members being equally spaced
It connects, is marked with quasi- horizontal web member connecting plate between standard horizontal web member and respective standard section supervisor when connection, standard is water-saving
Flat web member, standard horizontal web member connecting plate are successively mutually welded with standard knot supervisor, are connected efficiently firm；In order to further increase
Strong stability of the invention is additionally provided with two standard knot inclination web members, likewise, standard between adjacent two standard knots supervisor
Section inclination web member, standard knot inclination web member connecting plate are successively mutually welded with standard knot supervisor, can so further enhance the present invention
Stability, can effectively reduce big special-shaped component installation combined type support system because stability generates the probability of safety accident.
The present invention supports standard knot to set a standard knot docking mechanism, including mark respectively in the upper and lower ends that standard knot is responsible for
Quasi- section docking mechanism stiffener plate, standard knot docking mechanism fixing bolt and standard knot docking mechanism positioning disk, neighbouring two
It when a support standard knot is connected, is fixed by standard knot docking mechanism butt junction location, by neighbouring two supports standard knot
Two standard knot docking mechanisms that are connected the alignment of two standard knot docking mechanism positioning disks, two standard knot docking machines at this time
Fixing bolt through-hole on structure positioning disk is corresponded and is aligned, and is later marked two using standard knot docking mechanism fixing bolt
Quasi- section docking mechanism positioning disk is fixed, and is not only connected firmly, but also detachable, convenient for handling.
The present invention supports adjusting block that can effectively improve big special-shaped component installation accuracy and the safety guarantee to installer,
Welding operation difficulty can also be reduced simultaneously, it is flat to set support adjusting at the top of big special-shaped component installation combined type support system
Platform, support adjusts platform and is installed at the top of combined type support system by supporting adjusting block supervisor to be welded on big special-shaped component, adjacent
It supports and is equipped with support adjusting block web member between adjusting block supervisor, can effectively enhance the stability that entire support adjusts platform, ensure
The safety of operating personnel, support, which is adjusted, sets support adjusting block welding operating platform on platform, operating worker may stand in support and adjust
It is subjected on locking nub welding operating platform, four supports adjust block welding operating platform according to big special-shaped component weld seam
Move towards height be distributed, can convenient working worker be subjected to, reduce welding operation difficulty.
The present invention supports the support of adjusting block to adjust on platform and sets three pairs of support adjusting block absolute altitude column groups, be used to support big
Special-shaped component, while the absolute altitude of last point is adjusted, regulated quantity is up to Centimeter Level, the first support adjusting block absolute altitude column
It is all provided with support adjusting block absolute altitude column leveling board at the top of the second support adjusting block absolute altitude column, supports adjusting block absolute altitude column
Leveling board connects the line between the first support adjusting block absolute altitude column or the second support adjusting block absolute altitude column and big special-shaped component
Thixotroping can effectively enhance the first support adjusting block absolute altitude column and the second support adjusting block absolute altitude column and big abnormal shape at face contact
Contact stability between component, while can also play a part of to level absolute altitude, regulated quantity, so can be effective up to grade
Improve big special-shaped component installation accuracy (controlling linear absolute altitude).
The present invention supports the support of adjusting block to adjust and sets people channel and support adjusting block fence on support adjusting block on platform,
Support adjusting block fence can effectively ensure that the safety of operating personnel, and operating personnel enters support by people channel on support adjusting block
Platform is adjusted, adjusts without climbing, very convenient safety, the second support adjusting block absolute altitude column and support and sets support between platform
Adjusting block absolute altitude column reinforcing rib can effectively ensure that the stability of support adjusting block absolute altitude column group, and then ensure big special-shaped structure
Part being capable of safe smooth installation.
Detailed description of the invention
Fig. 1 is schematic structural view of the invention.
Fig. 2 is top view of the present invention.
Fig. 3 is the structural schematic diagram of embedded parts structure of the present invention.
Fig. 4 is the top view of embedded parts structure of the present invention.
Fig. 5 is present invention support standard knot front view.
Fig. 6 is the B-B direction view of Fig. 5.
Fig. 7 is the top view of Fig. 5.
Fig. 8 is that standard knot of the present invention is responsible for structural schematic diagram.
Fig. 9 is that two standard knot supervisors dock fixed schematic diagram to the present invention up and down.
Figure 10 is standard knot docking mechanism top view of the present invention.
Figure 11 is the structural schematic diagram of present invention support adjusting block.
Figure 12 is the rearview of present invention support adjusting block (β is that big special-shaped component installs contour line in figure).
The face the A-A view that Figure 13 is Figure 12 (G is that support adjusting block frame body is high in figure).
Figure 14 is that present invention support adjusts platform upper longitudinal cross-section view (β is that big special-shaped component installs contour line in figure).
Figure 15 is ladder drawing of the present invention.
Figure 16 is half space drawing of the present invention.
Figure 17 is first support standard knot view in supportive body of the present invention from bottom to up.
Figure 18 is to dock support standard knot view with previous in supportive body of the present invention.
Figure 19 is the O-O section view in Figure 17 or Figure 18.
Figure 20 is the Section X-X view in Figure 17 or Figure 18.
Figure 21 is the Y-Y section view in Figure 17 or Figure 18.
Figure 22 is the Z-Z section view in Figure 17 or Figure 18.
Wherein, the corresponding title of appended drawing reference are as follows:
1- embedded parts structure, 11- backing plate, 12- anchor bolt, 13- column base plate, the first stud of 14-, 15- embedded part stiffener,
16- peg, 17- embedded part supervisor, 18- anchor rod, 19- connecting plate, the horizontal anchor bolt arm of 121-, the vertical anchor bolt arm of 122-, 181- long
Bar, 182- quarter butt, the second stud of 191-；
2- truss frame for connecting, 21- truss frame for connecting supervisor, 22- truss frame for connecting connecting plate, 23- truss frame for connecting web member, 37- ladder,
38- half space, 381- checkered steel plate, 382- half space fence, 383- safety net；
3- supports standard knot, 31- standard knot docking mechanism, 32- standard knot supervisor, 33- standard knot inclination web member, 34- mark
Quasi- section inclination web member connecting plate, 35- standard horizontal web member, 36- standard horizontal web member connecting plate, 311- standard knot docking machine
Structure stiffener plate, 312- standard knot docking mechanism fixing bolt, 313- standard knot docking mechanism positioning disk；
4- supports the big special-shaped component installation combined type support system of adjusting block, 5-, 41- support adjusting block supervisor, 42- support
Adjusting block web member, 43- support adjust platform, 44- support adjusting block fence, 45- first and support adjusting block absolute altitude column, 451- the
Two support adjusting block absolute altitude columns, 46- support adjusting block absolute altitude column leveling board, 47- support adjusting block absolute altitude column reinforcing rib,
48- support adjusts block welding operating platform, 49- supports people channel on adjusting block.
Specific embodiment
The invention will be further described with embodiment for explanation with reference to the accompanying drawing, and mode of the invention includes but not only limits
In following embodiment.
As shown in Figure 1-22, provided by the present invention for the combined type support system of big special-shaped component installation, structure is simple,
Design is scientific and reasonable, easy to use, can effectively shorten construction period, and structural stability is strong, and big special-shaped component peace can be effectively reduced
Difficulty is filled, while entire support system can reuse, and can effectively reduce cost.The present invention includes embedded parts structure 1, connection purlin
Frame 2, support adjusting block 4 and supportive body, the supportive body include more than two support standard knots 3, all supports
Standard knot 3 is in turn connected to form the supportive body, and the support adjusting block 4 is set to the top of the supportive body, for mentioning
The safety of tall and big special-shaped component installation accuracy, installer, and welding operation difficulty is reduced, the embedded parts structure 1 is set to
The bottom of the supportive body, for being embedded in below ground to guarantee that supportive body is firm on the ground, the supportive body
There are two at least, the adjacent supportive body is connected by the truss frame for connecting 2, and between the two neighboring supportive body
The truss frame for connecting 2 there are two being at least connected with.
Embedded parts structure 1 of the present invention includes being embedded in below ground vertically and embedded part supervisor 17 cylindrical, horizontal
17 bottoms are responsible for set on the embedded part and column base plate 13 in the form of annular discs, the anchor rod on the column base plate 13 is fixed at top
18, it is connected and is located at the anchor bolt 12 of 13 lower section of column base plate with the bottom surface of the column base plate 13, and horizontal set on described
The backing plate 11 of 12 bottom of anchor bolt；The top of the embedded part supervisor 17 bassets above and is connected with the support standard knot 3,
Circumferentially being equally spaced on the outer wall of the embedded part supervisor 17 has ordered series of numbers peg group, and peg group described in each group includes at least four
The peg 16 being equally spaced in the vertical direction.
Anchor rod 18 of the present invention is L-shaped, including the stock 181 that is distributed vertically and is connected horizontally on the stock 181
The quarter butt 182 of bottom end, the column base plate 13 is equipped with screw through hole, and the first stud is equipped in the screw through hole
14, the top of the stock 181 offers the threaded hole matched with first stud 14, institute along its direction of axis line
The lower part for stating the first stud 14 is threadedly connected to the top of the stock 181, and described first by the threaded hole
The top of stud 14 is fixed by least two hex nuts and 13 phase of column base plate.
Anchor bolt 12 of the present invention is L-shaped, horizontal anchor bolt arm 121 including horizontal distribution and is connected to straight down described
The vertical anchor bolt arm 122 of horizontal 121 outer end of anchor bolt arm, the backing plate 11 is fixed on the bottom end of the vertical anchor bolt arm 122, described
The inner end of horizontal anchor bolt arm 121 is connected with the bottom surface of the column base plate 13.
The bottom surface of column base plate 13 of the present invention is equipped with connecting plate 19 vertically, offers connecting plate spiral shell on the connecting plate 19
Rod through-hole, and the second stud 191 is equipped in the connecting plate screw through hole, the inner end edge of the horizontal anchor bolt arm 121
Its direction of axis line offers the threaded hole matched with second stud 191, and second stud 191 is in water
Divide cloth equally, the outer end of second stud 191 is threadedly connected to the water by the threaded hole of horizontal 121 inner end of anchor bolt arm
The inner end of flat anchor bolt arm 121, and the inner end of second stud 191 passes through at least two hex nuts and the connection
19 phase of plate is fixed.
Embedded part of the present invention, which is responsible between 17 and the column base plate 13, is connected at least eight pieces of embedded part stiffeners 15, and eight pieces
The embedded part stiffener 15 is circumferentially equidistant to be surrounded on the embedded part supervisor 17 outer walls distribution.
Anchor rod 18 of the present invention and the anchor bolt 12 are respectively in the two sides of the column base plate 13,181 He of stock
The quarter butt 182 is an integral structure, and the axial line of 181 upper screwed hole of stock is overlapped with the axial line of the stock 181, horizontal
The axial line of 121 upper screwed hole of anchor bolt arm is overlapped with the axial line of the horizontal anchor bolt arm 121, the outer wall of the embedded part supervisor 17
The upper peg group being circumferentially equally spaced has 6 column, and the horizontal anchor bolt arm 121 and the vertical anchor bolt arm 122 are isometric and integral
Formula structure, the backing plate 11 is square, and the bottom end of the vertical anchor bolt arm 122 and the end face center phase of the backing plate 11
It is fixed.
Embedded parts structure of the present invention can be such that the support standard knot in big special-shaped component installation combined type support system is stable in
Ground, and then realize that big special-shaped component installation combined type support system is integrally firmly secured on ground；It includes embedded part master
Pipe, the top of embedded part supervisor basset above and install the support standard knot phase in combined type support system with big special-shaped component
Connection (support standard knot is the major support members that big special-shaped component installs combined type support system), the lower part of embedded part supervisor is buried
Set below ground, embedded part supervisor bottom end sets column base plate, sets eight pieces of embedded part stiffeners, column base plate between column base plate and embedded part supervisor
Below ground is embedded in eight pieces of embedded part stiffeners, it is ensured that embedded parts structure whole firm fixed sets anchor below column base plate
Bolt, backing plate and anchor rod, anchor bolt, backing plate and anchor rod are located at below ground, can further improve the firm fixed of embedded parts structure, such as
This can guarantee that being responsible for the support standard knot being connected with embedded part of the present invention very firmly establishes on the ground, and then can protect
The entire big special-shaped component installation combined type support system of card is firmly established on the ground.
The horizontal anchor bolt arm of anchor bolt and the stock of anchor rod set threaded hole, horizontal anchor bolt arm respectively in embedded parts structure of the present invention
Pass through respective screw hole respectively with stock to connect with the second stud and the first stud respectively, anchor bolt and anchor rod difference
It is fixed on column base plate by the second stud and the first stud, structure is simple, is connected firmly, convenient for disassembly and assembly.
Support standard knot 3 of the present invention includes standard knot supervisor 32, standard knot docking mechanism 31, standard knot inclination web member
33, standard knot inclination web member connecting plate 34, standard horizontal web member 35 and standard horizontal web member connecting plate 36, the mark
Quasi- section supervisor 32 has four, and vertical distribution forms cuboid and supports standard knot frame, and four standard knot supervisors
32 are respectively on four vertical edges of support standard knot frame, and the both ends of each standard knot supervisor 32 are respectively equipped with one
Standard knot docking mechanism 31, the standard knot docking mechanism 31 support being fixedly connected with each other for standard knot for upper and lower two, are located at institute
The four standard knots supervisor 32 stated in the support standard knot of supportive body bottom is connected with an embedded parts structure 1 respectively
It connects, and the embedded part of standard knot supervisor and corresponding embedded parts structure is responsible for and is connected.
Each standard knot supervisor 32 of the present invention is equipped with six pieces of standard horizontal web member connecting plates 36, and three pieces
The standard horizontal web member connecting plate 36 is one group, and two groups of standard horizontal web member connecting plates are distributed in the corresponding standard knot
The adjacent two sides of supervisor 32, same group of three pieces of standard horizontal web member connecting plates 36 are respectively in standard knot and are responsible for 32 the same sides
Upper end, centre and lower end；The sides adjacent of adjacent two standard knot supervisors 32 passes through three standard horizontal web members 35
It is connected, one group of standard horizontal on 32 is responsible in one end of three standard horizontal web members 35 with respective standard section respectively
Web member connecting plate is connected, and the other end of three standard horizontal web members 35 is responsible for one on 32 with another standard knot respectively
Group standard horizontal web member connecting plate is connected, the equal horizontal distribution of all standard horizontal web members 35, four standards
Section supervisor 32 passes through the fixed sizing of 12 standard horizontal web members 35.
Each of the present invention standard knot, which is responsible on 32, is additionally provided with four pieces of standard knots inclination web member connecting plates 34, and four
Standard knot described in block tilts web member connecting plate 34 in pairs, and two groups of standard knot inclination web member connecting plates are distributed in the corresponding mark
The adjacent two sides of quasi- section supervisor 32, while one group of standard knot inclination web member connecting plate and one group of standard horizontal web member connecting plate are same
Side distribution, and another group of standard knot inclination web member connecting plate and another group of ipsilateral distribution of standard horizontal web member connecting plate, together
The standard knot inclination web member connecting plate 34 of two pieces of one group is distributed in the upper and lower ends that the standard knot is responsible for 32 the same sides, and
The standard knot inclination web member connecting plate 34 of two pieces of another group is distributed in the centre that the standard knot is responsible for 32 other sides, adjacent
The standard knot inclination web member connecting plate that two standard knots are responsible for 32 sides adjacents is dislocatedly distributed, adjacent two standard knot supervisors 32
Between be also connected with two standard knots inclination web members 33, one end of two standard knots inclination web members 33 is respectively and accordingly
Two pieces of standard knots inclination web member connecting plate 34 that standard knot is responsible for 32 upper and lower ends connects, and two standard knots tilt web member 33
The other end respectively with another standard knot supervisor 32 among two pieces of standard knots inclination web member connecting plate 34 connect.
Standard knot docking mechanism 31 of the present invention includes the standard knot docking mechanism positioning disk 313 of plate-like in a ring, mark
Quasi- section docking mechanism stiffener plate 311 and standard knot docking mechanism fixing bolt 312, each standard knot supervisor 32
Top and bottom end be respectively fixed with the standard knot docking mechanism positioning disk 313, the standard knot docking mechanism positioning
It is circumferentially equidistant on disk 313 to open up there are six the fixing bolt through-hole to match with the standard knot docking mechanism fixing bolt 312,
The top that the bottom end of top standard knot supervisor is responsible for lower section adjacent modular section passes through respective standard section docking mechanism positioning disk phase
Docking, the fixing bolt through-hole on two be connected to each other the standard knot docking mechanism positioning disk 313 correspond, and this two
A standard knot supervisor is anchored on corresponding fixing bolt through-hole by standard knot docking mechanism fixing bolt 312 and carries out detachably admittedly
Fixed connection, the standard knot docking mechanism stiffener plate 311 are set to the standard knot docking mechanism positioning disk 313 and the standard
Between section supervisor 32, each described standard knot docking mechanism 31 is set there are six standard knot docking mechanism stiffener plate 311, and six
The standard knot docking mechanism stiffener plate 311 is circumferentially equidistant around 32 distribution of standard knot supervisor.
The present invention is located at the standard knot inclination web member 33 of intermediate on same standard knot supervisor 32 two pieces and is respectively in the mark
The two sides of the middle position standard horizontal web member connecting plate 36 of quasi- section supervisor 32, and with standard horizontal web member connection
Plate 36 is that the plane of symmetry is symmetrical；Angle between the standard knot inclination web member 33 and respective standard section supervisor 32 is more than or equal to
30 ° and be less than or equal to 45 °；Standard knot supervisor 32, the standard knot docking mechanism 31, the standard horizontal web member 35,
The standard horizontal web member connecting plate 36, standard knot inclination web member 33 and standard knot inclination web member connecting plate 34 are equal
It is made of steel；Standard knot supervisor 32 respectively with all standard horizontal web member connecting plates 36 and all described
Standard knot inclination web member connecting plate 34, which uses, to be welded and fixed, the standard horizontal web member 35 and the corresponding standard horizontal abdomen
Bar connecting plate 36 using being welded and fixed, adopt with the corresponding standard knot inclination web member connecting plate 34 by the standard knot inclination web member 33
With being welded and fixed.
It is most short between standard horizontal web member 35 of the present invention and the corresponding standard horizontal web member connecting plate 36
Weld seam is not less than 200mm, and the standard knot inclination web member 33 is not less than with the corresponding standard knot inclination web member connecting plate 34
200mm；The shortest distance between the end of the standard horizontal web member 35 and the corresponding standard knot supervisor 32 is not less than
20mm and it is not more than 50mm, the most short distance between the end of standard knot inclination web member 33 and the corresponding standard knot supervisor 32
From not less than 20mm and no more than 50mm.
The present invention supports structural stability after standard knot assembling strong, and packaging efficiency is high, common by four standard knot supervisors
Support standard knot frame is formed, is connected between adjacent two standard knots supervisor by three standard horizontal web members being equally spaced
It connects, is marked with quasi- horizontal web member connecting plate between standard horizontal web member and respective standard section supervisor when connection, standard is water-saving
Flat web member, standard horizontal web member connecting plate are successively mutually welded with standard knot supervisor, are connected efficiently firm；In order to further increase
Strong stability of the invention is additionally provided with two standard knot inclination web members, likewise, standard between adjacent two standard knots supervisor
Section inclination web member, standard knot inclination web member connecting plate are successively mutually welded with standard knot supervisor, can so further enhance the present invention
Stability, can effectively reduce big special-shaped component installation combined type support system because stability generates the probability of safety accident.
The present invention supports standard knot to set a standard knot docking mechanism, including mark respectively in the upper and lower ends that standard knot is responsible for
Quasi- section docking mechanism stiffener plate, standard knot docking mechanism fixing bolt and standard knot docking mechanism positioning disk, neighbouring two
It when a support standard knot is connected, is fixed by standard knot docking mechanism butt junction location, by neighbouring two supports standard knot
Two standard knot docking mechanisms that are connected the alignment of two standard knot docking mechanism positioning disks, two standard knot docking machines at this time
Fixing bolt through-hole on structure positioning disk is corresponded and is aligned, and is later marked two using standard knot docking mechanism fixing bolt
Quasi- section docking mechanism positioning disk is fixed, and is not only connected firmly, but also detachable, convenient for handling.
Support adjusting block 4 of the present invention include be horizontally installed to support at the top of the supportive body adjust platform 43,
And four support adjusting block supervisors 41, the support adjust platform 43 equipped with operating worker is used to support to facilitate welding to make
The support of industry adjusts block welding operating platform 48, and the support adjusts platform 43 and is equipped with three groups for supporting big special-shaped structure jointly
The support adjusting block absolute altitude column group of part, support adjusting block absolute altitude column group is laterally equally spaced described in three groups adjusts in the support
It saves on platform 43, support adjusting block absolute altitude column group described in every group includes that a first support adjusting block absolute altitude being distributed vertically is vertical
Column 45 and a vertical distribution and the second support adjusting block absolute altitude faced with the first support adjusting block absolute altitude column 45
Column 451, three first support adjusting block absolute altitude columns 45 are equally spaced and adjust the front end edge of platform 43 in the support
Edge, three second support adjusting block absolute altitude columns 451 are equally spaced and adjust the rear edge of platform 43, institute in the support
It states the first support adjusting block absolute altitude column 45 and the corresponding second support adjusting block absolute altitude column 451 cooperates for adjusting jointly
Control the absolute altitude of last point.
All first support adjusting block absolute altitude columns 45 of the present invention and all second support adjusting block absolute altitudes are vertical
The top of column 451 is equipped with one block of support adjusting block absolute altitude column leveling board 46, the support adjusting block absolute altitude column leveling board
46 for make the first support adjusting block absolute altitude column 45 and corresponding described second support adjusting block absolute altitude column 451 jointly with
The line contact of big special-shaped component becomes face contact, and the support adjusting block absolute altitude column leveling board 46 also plays leveling absolute altitude and makees
With.
The support adjusting block supervisor 41 of the present invention four is set to the bottom surface four that the support adjusts platform 43 vertically respectively
The bottom at angle, four support adjusting block supervisors 41 supports standard knot with described in top in the corresponding supportive body respectively
The top of four standard knot supervisors 32 in 3 is mutually welded, and the support adjusts platform 43 and adjusted by four supports
Block supervisor 41 is connected with the corresponding supportive body.
It is welded with support adjusting block web member 42 between the adjacent two support adjusting block supervisors 41 of the present invention, is used for
The stability of the hydrophobic support adjusting block supervisor 41 of enhancing four, the support adjust platform 43 and are equipped with the support tune extended downwardly
People channel 49 in locking nub enters support with convenient working personnel and adjusts platform 43, and the peripheral ring that the support adjusts platform 43 is set
There is the support adjusting block fence 44 for guaranteeing operator's operation safety, the first support adjusting block absolute altitude column 45 is shorter than
The corresponding second support adjusting block absolute altitude column 451, each second support adjusting block absolute altitude column 451 and described
Support adjusts and is equipped with support adjusting block absolute altitude column reinforcing rib 47 described at least one between platform 43, the support adjusting block weldering
It connects there are four operating platforms 48, and four supports adjust the walking according to big special-shaped component weld seam of block welding operating platform 48
It is distributed to height, it is alternate with support adjusting block absolute altitude column group described in three groups that four supports adjust block welding operating platform 48
The regulated quantity of distribution, the support adjusting block absolute altitude column group is Centimeter Level, the support adjusting block absolute altitude column leveling board 46
Regulated quantity be grade.
Support adjusting block of the present invention is responsible for 41, the support adjusting block web member 42, the support adjusts platform 43, institute
It states support adjusting block fence 44, first and supports adjusting block absolute altitude column 45, the second support the adjusting block absolute altitude column 451, institute
State support adjusting block absolute altitude column leveling board 46, the support adjusting block absolute altitude column reinforcing rib 47, support adjusting block weldering
It connects people channel 49 on operating platform 48 and the support adjusting block and is all made of steel and be made.
The present invention supports adjusting block that can effectively improve big special-shaped component installation accuracy and the safety guarantee to installer,
Welding operation difficulty can also be reduced simultaneously, it is flat to set support adjusting at the top of big special-shaped component installation combined type support system
Platform, support adjusts platform and is installed at the top of combined type support system by supporting adjusting block supervisor to be welded on big special-shaped component, adjacent
It supports and is equipped with support adjusting block web member between adjusting block supervisor, can effectively enhance the stability that entire support adjusts platform, ensure
The safety of operating personnel, support, which is adjusted, sets support adjusting block welding operating platform on platform, operating worker may stand in support and adjust
It is subjected on locking nub welding operating platform, four supports adjust block welding operating platform according to big special-shaped component weld seam
Move towards height be distributed, can convenient working worker be subjected to, reduce welding operation difficulty.
The present invention supports the support of adjusting block to adjust on platform and sets three pairs of support adjusting block absolute altitude column groups, be used to support big
Special-shaped component, while the absolute altitude of last point is adjusted, regulated quantity is up to Centimeter Level, the first support adjusting block absolute altitude column
It is all provided with support adjusting block absolute altitude column leveling board at the top of the second support adjusting block absolute altitude column, supports adjusting block absolute altitude column
Leveling board connects the line between the first support adjusting block absolute altitude column or the second support adjusting block absolute altitude column and big special-shaped component
Thixotroping can effectively enhance the first support adjusting block absolute altitude column and the second support adjusting block absolute altitude column and big abnormal shape at face contact
Contact stability between component, while can also play a part of to level absolute altitude, regulated quantity, so can be effective up to grade
Improve big special-shaped component installation accuracy (controlling linear absolute altitude).
The present invention supports the support of adjusting block to adjust and sets people channel and support adjusting block fence on support adjusting block on platform,
Support adjusting block fence can effectively ensure that the safety of operating personnel, and operating personnel enters support by people channel on support adjusting block
Platform is adjusted, adjusts without climbing, very convenient safety, the second support adjusting block absolute altitude column and support and sets support between platform
Adjusting block absolute altitude column reinforcing rib can effectively ensure that the stability of support adjusting block absolute altitude column group, and then ensure big special-shaped structure
Part being capable of safe smooth installation.
Truss frame for connecting 2 of the present invention includes truss frame for connecting supervisor 21, truss frame for connecting connecting plate 22 and truss frame for connecting web member
23, the truss frame for connecting supervisor 21 has four, and four truss frame for connecting supervisors 21 collectively constitute truss frame for connecting framework, and four
The supervisor of truss frame for connecting described in root 21 is located on four longitudinal edges of the truss frame for connecting framework, and the two of the truss frame for connecting supervisor 21
End is connected with the standard knot supervisor 32 on the two neighboring supportive body respectively, adjacent two truss frame for connecting masters
Be connected with truss frame for connecting web member 23 between pipe 21, and the truss frame for connecting web member 23 by the truss frame for connecting connecting plate 22 with
The corresponding truss frame for connecting is responsible for the welding of 21 phases；The supportive body is equipped with ladder 37 and half space 38, and the rest is flat
Platform 38 includes the checkered steel plate 381 being fixed on the supportive body and is located on 381 edge of checkered steel plate
Half space fence 382 and safety net 383.
All supportive bodies are connected into an entirety by truss frame for connecting of the present invention, install the present invention for big special-shaped component
Combined type support system it is more firm, can effectively ensure that the smooth safety installation of big special-shaped component, ladder can convenient working people
Support system, half space prevent tired operation convenient for operating personnel's rest to member up and down.
The application method of combined type support system for the installation of big special-shaped component, comprising the following steps:
Step 1: each angle embedded part coordinate of each support frame of support system being found out according to two-dimensional plane layout figure, root before constructing
Point is put well according to coordinate, then embedded part is responsible for center alignment coordinates point, places and fixes by embedded part, casting concrete；
Step 2: standard knot will be supported to spell into section on ground, and by the ladder to match with it, half space install to
On respective support standard knot；
Step 3: according to big special-shaped component mounting height, calculating and support standard knot number of segment needed for each splicing fracture
Then amount is docked at top first segment support standard knot with embedded part supervisor in corresponding embedded parts structure using loop wheel machine, subsequent support mark
Quasi- section is successively lifted connection by computed altitude；
Step 4: assembled good truss frame for connecting on the ground, after being connected to the lifting of all support standard knots, according at least
Height installs truss frame for connecting to twice of standard successively；
Step 5: adjusting block will be supported to process on ground, support adjusting block frame body height=component model theory installation mark
Height-supportive body height-support adjusting block absolute altitude column, after all truss frame for connecting complete splicing, the big abnormal shape of support frame corresponding segment
Before component installation, support adjusting block lifting is fixed on supportive body top braces standard knot；
Step 6: big special-shaped component lifting the previous day, repetition measurement have installed the absolute altitude of support system, to support adjusting block mark
High column is trimmed, after so that it is mounted on support adjusting block, the big special-shaped component contour line of actual installation, absolute altitude and theoretical installation
Big special-shaped component contour line, absolute altitude control are in error range；
Step 7: step 5 and step 6 are repeated, until big special-shaped component is installed.
Application method process of the present invention is smooth succinct, can efficiently complete big special-shaped component installation.
Above-described embodiment is only one of the preferred embodiment of the present invention, should not be taken to limit protection model of the invention
It encloses, as long as that in body design thought of the invention and mentally makes has no the change of essential meaning or polishing, is solved
The technical issues of it is still consistent with the present invention, should all be included within protection scope of the present invention.
Claims (10)
1. the combined type support system for the installation of big special-shaped component, which is characterized in that including embedded parts structure (1), truss frame for connecting
(2), adjusting block (4) and supportive body are supported, the supportive body includes more than two supports standard knot (3), all described
Support standard knot (3) is in turn connected to form the supportive body, and support adjusting block (4) is set to the top of the supportive body
Portion, for improving the safety of big special-shaped component installation accuracy, installer, and reduction welding operation difficulty, the embedded part
Structure (1) is set to the bottom of the supportive body, for being embedded in below ground to guarantee that supportive body is firm on the ground, institute
State supportive body at least there are two, the adjacent supportive body is connected by the truss frame for connecting (2), and two neighboring described
There are two being at least connected between supportive body the truss frame for connecting (2).
2. the combined type support system according to claim 1 for the installation of big special-shaped component, which is characterized in that described to bury
Part structure (1) includes being embedded in below ground vertically and embedded part supervisor (17) cylindrical, and level is set to embedded part supervisor
(17) anchor rod (18) on the column base plate (13) is fixed at bottom and column base plate in the form of annular discs (13), top, and described
The bottom surface of column base plate (13) is connected and is located at the anchor bolt (12) below the column base plate (13), and horizontal set on the anchor bolt
(12) backing plate (11) of bottom；The top of embedded part supervisor (17) basset it is above and with support standard knot (3) phase
Connection, the embedded part, which is responsible on the outer wall of (17) to be circumferentially equally spaced, ordered series of numbers peg group, and peg group described in each group includes
At least four pegs (16) being equally spaced in the vertical direction；
The anchor rod (18) is L-shaped, the stock (181) including being distributed vertically and is connected horizontally on the stock (181) bottom end
Quarter butt (182), the column base plate (13) is equipped with screw through hole, and is equipped with the first stud in the screw through hole
(14), the top of the stock (181) offers the spiral shell matched with first stud (14) along its direction of axis line
The lower part of pit, first stud (14) is threadedly connected to the top of the stock (181) by the threaded hole, and
And the top of first stud (14) is mutually fixed by least two hex nuts with the column base plate (13)；
The anchor bolt (12) is L-shaped, horizontal anchor bolt arm (121) including horizontal distribution and is connected to the horizontal anchor straight down
The vertical anchor bolt arm (122) of latch arm (121) outer end, the backing plate (11) are fixed on the bottom end of the vertical anchor bolt arm (122), institute
The inner end for stating horizontal anchor bolt arm (121) is connected with the bottom surface of the column base plate (13)；
The bottom surface of the column base plate (13) is equipped with connecting plate (19) vertically, and it is logical that connecting plate screw rod is offered on the connecting plate (19)
Hole, and the second stud (191) are equipped in the connecting plate screw through hole, the inner end edge of the horizontal anchor bolt arm (121)
Its direction of axis line offers the threaded hole matched with second stud (191), second stud (191)
In horizontal distribution, the outer end of second stud (191) is threadedly coupled by the threaded hole of horizontal anchor bolt arm (121) inner end
In the inner end of the horizontal anchor bolt arm (121), and the inner end of second stud (191) passes through at least two hexagonal spiral shells
It is female mutually to be fixed with the connecting plate (19)；
At least eight pieces of embedded part stiffeners (15) are connected between the embedded part supervisor (17) and the column base plate (13), described in eight pieces
Embedded part stiffener (15) is circumferentially equidistant to be surrounded on embedded part supervisor (17) the outer wall distribution.
3. the combined type support system according to claim 2 for the installation of big special-shaped component, which is characterized in that the anchor
Solid rod (18) and the anchor bolt (12) are respectively in the two sides of the column base plate (13), the stock (181) and the quarter butt (182)
It is an integral structure, the axial line of stock (181) upper screwed hole is overlapped with the axial line of the stock (181), horizontal anchor bolt arm
(121) axial line of upper screwed hole is overlapped with the axial line of the horizontal anchor bolt arm (121), the outer wall of the embedded part supervisor (17)
The upper peg group being circumferentially equally spaced has 6 column, the horizontal anchor bolt arm (121) and the vertical anchor bolt arm (122) it is isometric and at
Integral structure, the backing plate (11) is square, and the bottom end of the vertical anchor bolt arm (122) and the backing plate (11)
End face center is mutually fixed.
4. the combined type support system according to claim 3 for the installation of big special-shaped component, which is characterized in that the branch
Support standard knot (3) includes standard knot supervisor (32), standard knot docking mechanism (31), standard knot tilts web member (33), standard knot inclines
Diagonal web member connecting plate (34), standard horizontal web member (35) and standard horizontal web member connecting plate (36), the standard knot master
Pipe (32) has four, and vertical distribution forms cuboid and supports standard knot frame, and four standard knot supervisors (32)
It is respectively on four vertical edges of support standard knot frame, the both ends of each standard knot supervisor (32) are respectively equipped with one
Standard knot docking mechanism (31), the standard knot docking mechanism (31) support being fixedly connected with each other for standard knot, position for upper and lower two
In the supportive body bottom support standard knot in four standard knots supervisor (32) respectively with an embedded parts structure
(1) it is connected, and the embedded part of standard knot supervisor and corresponding embedded parts structure is responsible for and is connected；
The each standard knot supervisor (32) is equipped with six pieces of standard horizontal web member connecting plates (36), three pieces of marks
Quasi- horizontal web member connecting plate (36) is one group, and two groups of standard horizontal web member connecting plates are distributed in the corresponding standard knot supervisor
(32) adjacent two sides, same group of three pieces of standard horizontal web member connecting plates (36) are respectively in standard knot supervisor (32) the same side
Upper end, centre and lower end；The sides adjacent of adjacent two standard knot supervisors (32) passes through three standard horizontal abdomens
Bar (35) is connected, and one end of three standard horizontal web members (35) is responsible for one group on (32) with respective standard section respectively
Standard horizontal web member connecting plate is connected, the other end of three standard horizontal web members (35) respectively with another standard knot
One group of standard horizontal web member connecting plate on supervisor (32) is connected, and horizontal point of all standard horizontal web members (35)
Cloth, four standard knot supervisors (32) pass through the fixed sizing of 12 standard horizontal web members (35)；
Four pieces of standard knot inclinations web member connecting plate (34) are additionally provided on each standard knot supervisor (32), described in four pieces
Standard knot tilts web member connecting plate (34) in pairs, and two groups of standard knot inclination web member connecting plates are distributed in the corresponding standard knot
The adjacent two sides of (32) are responsible for, while one group of standard knot inclination web member connecting plate and one group of standard horizontal web member connecting plate are ipsilateral
Distribution, and another group of standard knot inclination web member connecting plate and another group of ipsilateral distribution of standard horizontal web member connecting plate, it is same
Standard knot inclination web member connecting plate (34) of two pieces of group is distributed in the upper and lower ends of the standard knot supervisor (32) the same side,
And another group of two pieces of standard knot inclinations web member connecting plate (34) are distributed in the standard knot supervisor (32) other side
Between, the standard knot inclination web member connecting plate of adjacent two standard knots supervisor (32) sides adjacent is dislocatedly distributed, adjacent two marks
Two standard knot inclinations web member (33), two standard knot inclinations web member (33) are also connected between quasi- section supervisor (32)
One end respectively with respective standard section supervisor (32) upper and lower ends two pieces of standard knots inclination web member connecting plate (34) connect, two
The other end of standard knot inclination web member (33) tilts abdomen with two pieces of intermediate standard knots of another standard knot supervisor (32) respectively
Bar connecting plate (34) connection；
The standard knot docking mechanism (31) includes standard knot docking mechanism positioning disk (313), the standard knot pair of plate-like in a ring
Connection mechanism stiffener plate (311) and standard knot docking mechanism fixing bolt (312), each standard knot supervisor (32)
Top and bottom end be respectively fixed with the standard knot docking mechanism positioning disk (313), the standard knot docking mechanism is fixed
It is circumferentially equidistant on position disk (313) to open up that there are six the fixation spiral shells to match with the standard knot docking mechanism fixing bolt (312)
Bolt throughhole, the bottom end of top standard knot supervisor and the top of lower section adjacent modular section supervisor are fixed by respective standard section docking mechanism
Position disk is connected to each other, and the fixing bolt through-hole on two be connected to each other the standard knot docking mechanism positioning disk (313) corresponds,
And two standard knots supervisor by standard knot docking mechanism fixing bolt (312) be anchored on corresponding fixing bolt through-hole into
Row is detachably fixed connection, and the standard knot docking mechanism stiffener plate (311) is set to the standard knot docking mechanism positioning disk
(313) the standard knot supervisor (32) between, each described standard knot docking mechanism (31) set there are six standard knot dock
Mechanism stiffener plate (311), six standard knot docking mechanism stiffener plates (311) are circumferentially equidistant around the standard knot master
Manage (32) distribution.
5. the combined type support system according to claim 4 for the installation of big special-shaped component, which is characterized in that be located at same
Intermediate two pieces standard knot inclinations web member (33) are respectively in standard knot supervisor (32) on one standard knot supervisor (32)
Between at position standard horizontal web member connecting plate (36) two sides, and be symmetrical with the standard horizontal web member connecting plate (36)
Face is symmetrical；Angle between standard knot inclination web member (33) and respective standard section supervisor (32) more than or equal to 30 ° and
Less than or equal to 45 °；
The standard knot is responsible for (32), the standard knot docking mechanism (31), the standard horizontal web member (35), the standard
Horizontal web member connecting plate (36), the standard knot inclination web member (33) and the standard knot tilt web member connecting plate (34) by
Steel are made；Standard knot supervisor (32) respectively with all standard horizontal web member connecting plates (36) and all institutes
It states standard knot inclination web member connecting plate (34) use to be welded and fixed, the standard horizontal web member (35) and the corresponding standard knot
For horizontal web member connecting plate (36) using being welded and fixed, standard knot inclination web member (33) and the corresponding standard knot tilt web member
Connecting plate (34) is used and is welded and fixed；
Most short weld seam between the standard horizontal web member (35) and the corresponding standard horizontal web member connecting plate (36) is not
Less than 200mm, standard knot inclination web member (33) is not less than with corresponding standard knot inclination web member connecting plate (34)
200mm；The shortest distance between the end of the standard horizontal web member (35) and the corresponding standard knot supervisor (32) is not small
In 20mm and it is not more than 50mm, between the end of standard knot inclination web member (33) and the corresponding standard knot supervisor (32)
The shortest distance is not less than 20mm and is not more than 50mm.
6. the combined type support system according to claim 5 for the installation of big special-shaped component, which is characterized in that the branch
Support adjusting block (4) includes that the support being horizontally installed at the top of the supportive body adjusts platform (43) and four supports adjustings
Block is responsible for (41), and support adjusting platform (43), which is equipped with, is used to support operating worker to facilitate the support of weld job to adjust
Block welding operating platform (48), the support adjust platform (43) and are equipped with three groups for supporting the support of big special-shaped component jointly
Adjusting block absolute altitude column group, support adjusting block absolute altitude column group, which is laterally equally spaced, described in three groups adjusts platform in the support
(43) on, support adjusting block absolute altitude column group described in every group includes a first support adjusting block absolute altitude column being distributed vertically
(45) and vertical second for being distributed and facing with first support adjusting block absolute altitude column (45) supports adjusting block mark
High column (451), three first supports adjusting block absolute altitude column (45) are equally spaced and adjust platform (43) in the support
Front edge, three it is described second support adjusting block absolute altitude column (451) be equally spaced in the support adjusting platform (43)
Rear edge, first support adjusting block absolute altitude column (45) and corresponding described second supports adjusting block absolute altitude column
(451) common cooperation is for adjusting the absolute altitude for controlling last point；
All first supports adjusting block absolute altitude column (45) and all described second support adjusting block absolute altitude column (451)
Top is equipped with one piece of support adjusting block absolute altitude column leveling board (46), and the support adjusting block absolute altitude column leveling board (46) is used
In make first support adjusting block absolute altitude column (45) and corresponding described second support adjusting block absolute altitude column (451) jointly with
The line contact of big special-shaped component becomes face contact, and the support adjusting block absolute altitude column leveling board (46) also plays leveling absolute altitude
Effect；
Four bottom surface quadrangles for supporting adjusting blocks supervisor (41) to be set to support adjusting platform (43) vertically respectively, four
The bottom of the support adjusting block supervisor (41) is respectively and in support standard knot (3) described in top in the corresponding supportive body
The tops of four standard knots supervisors (32) mutually weld, the support adjusts platform (43) and passes through four supports adjustings
Block is responsible for (41) and is connected with the corresponding supportive body.
7. the combined type support system according to claim 6 for the installation of big special-shaped component, which is characterized in that adjacent two
Support adjusting block web member (42) is welded between support adjusting block supervisor (41) described in root, for enhancing four hydrophobic supports
Adjusting block is responsible for the stability of (41), and the support adjusts platform (43) and is equipped with people channel on the support adjusting block extended downwardly
(49), enter support with convenient working personnel and adjust platform (43), the peripheral ring that the support adjusts platform (43), which is equipped with, to be used for
Guarantee the support adjusting block fence (44) of operator's operation safety, first support adjusting block absolute altitude column (45) is shorter than phase
Corresponding second support adjusting block absolute altitude column (451), each second support adjusting block absolute altitude column (451) and institute
It states support to adjust equipped with support adjusting block absolute altitude column reinforcing rib (47) described at least one between platform (43), the support is adjusted
Locking nub is welded there are four operating platform (48), and four supports adjust block welding operating platform (48) according to big special-shaped structure
The height that moves towards of part weld seam is distributed, and four supports adjust block welding operating platform (48) and support adjusting block mark described in three groups
High column group distributes alternately, and the regulated quantity of the support adjusting block absolute altitude column group is Centimeter Level, the support adjusting block absolute altitude
The regulated quantity of column leveling board (46) is grade.
8. the combined type support system according to claim 7 for the installation of big special-shaped component, which is characterized in that the branch
Support adjusting block supervisor (41), the support adjusting block web member (42), the support adjusts platform (43), the support adjusting block encloses
Column (44), the first support adjusting block absolute altitude column (45), second support adjusting block absolute altitude column (451), the support are adjusted
Locking nub absolute altitude column leveling board (46), the support adjusting block absolute altitude column reinforcing rib (47), the support adjust block welding behaviour
Make people channel (49) on platform (48) and the support adjusting block and be all made of steel to be made.
9. the combined type support system according to claim 8 for the installation of big special-shaped component, which is characterized in that the company
Connecing truss (2) includes truss frame for connecting supervisor (21), truss frame for connecting connecting plate (22) and truss frame for connecting web member (23), the connection purlin
Frame supervisor (21) has four, and four truss frame for connecting supervisors (21) collectively constitute truss frame for connecting framework, and four companies
It meets truss supervisor (21) to be located on four longitudinal edges of the truss frame for connecting framework, the both ends point of the truss frame for connecting supervisor (21)
It is not connected with the standard knot supervisor (32) on the two neighboring supportive body, adjacent two truss frame for connecting supervisors
(21) it is connected between truss frame for connecting web member (23), and the truss frame for connecting web member (23) passes through the truss frame for connecting connecting plate
(22) it is mutually welded with the corresponding truss frame for connecting supervisor (21)；The supportive body is equipped with ladder (37) and half space
(38), the half space (38) includes the checkered steel plate (381) being fixed on the supportive body and is located on described
Half space fence (382) and safety net (383) on checkered steel plate (381) edge.
10. the application method described in claim 1-9 for the combined type support system of big special-shaped component installation, feature exist
In, comprising the following steps:
Step 1: each angle embedded part coordinate of each support frame of support system being found out according to two-dimensional plane layout figure, according to seat before construction
Mark puts point well, then embedded part is responsible for center alignment coordinates point, places and fixes by embedded part, casting concrete；
Step 2: standard knot will be supported to spell into section on ground, and will installed to ladder that it matches, half space to corresponding
It supports on standard knot；
Step 3: according to big special-shaped component mounting height, calculating and support standard knot segment number needed for each splicing fracture, so
First segment support standard knot is docked at top with embedded part supervisor in corresponding embedded parts structure using loop wheel machine afterwards, subsequent support standard knot is pressed
Computed altitude successively lifts connection；
Step 4: assembled good truss frame for connecting on the ground, after being connected to the lifting of all support standard knots, according at least twice
Height installs truss frame for connecting to standard successively；
Step 5: adjusting block will be supported to process on ground, after all truss frame for connecting complete splicing, support frame corresponding segment is different greatly
Before the installation of type component, support adjusting block lifting is fixed on supportive body top braces standard knot；
Step 6: big special-shaped component lifting the previous day, repetition measurement have installed the absolute altitude of support system, vertical to support adjusting block absolute altitude
Column is trimmed, and after so that it is mounted on support adjusting block, the big special-shaped component contour line of actual installation, absolute altitude and theory installation are big different
Type component contour line, absolute altitude control are in error range；
Step 7: step 5 and step 6 are repeated, until big special-shaped component is installed.
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| CN201910077775.1A CN109811997B (en) | 2019-01-28 | 2019-01-28 | Combined type supporting system for mounting large special-shaped component and using method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111591081A (en) * | 2020-05-26 | 2020-08-28 | 中冶建筑研究总院有限公司 | Rockery special-shaped steel structure jig frame and construction method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001003373A (en) * | 1999-06-22 | 2001-01-09 | Japan Outdoor Lighting Mfg Co Ltd | Anchor for fixing street-lamp pole |
| CN101280630A (en) * | 2008-05-20 | 2008-10-08 | 冯贵法 | Network frame house cap integral lifting construction method |
| CN205205668U (en) * | 2015-10-23 | 2016-05-04 | 中交二公局第一工程有限公司 | Combined support of cast in situ concrete continuous beam |
| CN109138457A (en) * | 2018-08-31 | 2019-01-04 | 中国建筑第八工程局有限公司 | For installing the support system and its construction method of assembled architecture |
-
2019
- 2019-01-28 CN CN201910077775.1A patent/CN109811997B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001003373A (en) * | 1999-06-22 | 2001-01-09 | Japan Outdoor Lighting Mfg Co Ltd | Anchor for fixing street-lamp pole |
| CN101280630A (en) * | 2008-05-20 | 2008-10-08 | 冯贵法 | Network frame house cap integral lifting construction method |
| CN205205668U (en) * | 2015-10-23 | 2016-05-04 | 中交二公局第一工程有限公司 | Combined support of cast in situ concrete continuous beam |
| CN109138457A (en) * | 2018-08-31 | 2019-01-04 | 中国建筑第八工程局有限公司 | For installing the support system and its construction method of assembled architecture |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111591081A (en) * | 2020-05-26 | 2020-08-28 | 中冶建筑研究总院有限公司 | Rockery special-shaped steel structure jig frame and construction method |
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| CN109811997B (en) | 2021-05-11 |
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