CN108316647A - Multifunction scaffold and its application method for subway side wall - Google Patents
Multifunction scaffold and its application method for subway side wall Download PDFInfo
- Publication number
- CN108316647A CN108316647A CN201810141982.4A CN201810141982A CN108316647A CN 108316647 A CN108316647 A CN 108316647A CN 201810141982 A CN201810141982 A CN 201810141982A CN 108316647 A CN108316647 A CN 108316647A
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- Prior art keywords
- climbing frame
- platform
- column
- support bar
- wall
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- 238000000034 method Methods 0.000 title claims abstract description 21
- 230000009194 climbing Effects 0.000 claims abstract description 216
- 230000001105 regulatory effect Effects 0.000 claims abstract description 22
- 238000010276 construction Methods 0.000 description 25
- 238000012423 maintenance Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 230000011218 segmentation Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Movable Scaffolding (AREA)
Abstract
The present invention provides a kind of Multifunction scaffold and application method for subway side wall, which includes：Climbing frame template, the first climbing frame component, the second climbing frame component and verticality regulating part；First climbing frame component includes the first platform, the second platform, first support bar and telescopic first climbing frame column；Climbing frame template is mounted on perpendicular to ground on the first climbing frame column by verticality regulating part；First platform and the second platform are respectively perpendicular to wall and pour the both ends that face is mounted on the first climbing frame column, and first support bar is used for the height adjusting support angle according to the first climbing frame column；Second climbing frame component includes third platform, second support bar and telescopic second climbing frame column；Second climbing frame uprights vertical is in ground and for passing through distal end apart from ground and the first stage+module, third platform pours the near end that face is mounted on the second climbing frame column perpendicular to wall, and second support bar is used for the height adjusting support angle according to the second climbing frame column.
Description
Technical field
The present invention relates to subway engineering fields, more particularly to a kind of Multifunction scaffold for subway side wall and are somebody's turn to do
The application method of Multifunction scaffold.
Background technology
Currently, with the high speed development of China's subway engineering, subway station and open cut section height of side wall are higher and higher,
Conventional template, which pours, reinforces time-consuming and laborious, and safe mass cannot be guaranteed, and is badly in need of new pouring and reinforcing side using a kind of
Formula improves construction safety, quality and ensures construction efficiency.
Invention content
To solve the above problems, the present invention provides a kind of Multifunction scaffold and its application method for subway side wall, it can
It poured with realization, reinforce observation, repairing maintenance in the multi-platform construction of one, not only had reasonable for structure, swift to operate, steady
It the advantages that qualitative good, also greatly increases working security, improve construction quality and efficiency, it can be extensive in construction
Using.
Multifunction scaffold provided by the present invention for subway side wall includes：Climbing frame template, the first climbing frame component, second
Climbing frame component and verticality regulating part；The first climbing frame component include the first platform, the second platform, first support bar with
And telescopic first climbing frame column；The climbing frame template is mounted on by the verticality regulating part perpendicular to ground described
On first climbing frame column, the verticality regulating part is used to adjust the vertical of the first climbing frame column and the climbing frame template
Degree；First platform and the second platform are respectively perpendicular to the wall and pour face is mounted on the first climbing frame column two
End, and first stage+module is in the near end of the first climbing frame column, the first climbing frame column and the first platform it
Between the first support bar is installed, the first support bar is used for the height adjusting support according to the first climbing frame column
Angle；The second climbing frame component includes third platform, second support bar and telescopic second climbing frame column；Described
Two climbing frame uprights verticals are in ground and for passing through distal end apart from ground and first stage+module, the third platform
The near end that face is mounted on the second climbing frame column, the second climbing frame column and described the are poured perpendicular to the wall
The second support bar is installed, the second support bar is used for the height according to the second climbing frame column between one platform
Adjust support angle.
Preferably, one end of the first support bar and the first climbing frame column are hinged, the other end and described first flat
Platform is slidably connected, for the support angle by first support bar described in the slidable adjustment on first platform；Described second
One end of supporting rod is hinged with the second climbing frame column, and the other end is slidably connected with first platform, for by institute
State the support angle of second support bar described in slidable adjustment on the first platform.
Preferably, the verticality regulating part is adjusting nut.
Preferably, the second climbing frame component further includes protection cable wire, and the protection cable wire for being in when wall pours
Tensioned state is connected between the second climbing frame column and first platform.
Preferably, the wall described in the distance of first platform, the second platform and third platform pours the distal end in face
It is separately installed with guardrail perpendicular to ground.
Preferably, between the guardrail of second platform and the climbing frame template and the guardrail of the third platform
It pours between face to pour face perpendicular to the wall and be separately installed with the wall and is used to support the guardrail of the guardrail and supports
Bar.
Preferably, the first climbing frame column, the verticality regulating part, the first support bar, second climbing frame
Column, the second support bar are multiple, and every 1 first climbing frame column passes through corresponding verticality regulating part and the climbing frame
Template is installed and passes through corresponding first support bar and the first stage+module；Every 1 second climbing frame column passes through corresponding second
Supporting rod and the first stage+module.
Preferably, verticality fine tuning is both provided in the junction of first platform and every 1 first climbing frame column to tie
Structure, it is vertical to adjust first climbing frame for the connection angle by adjusting first platform with the first climbing frame column
The verticality of column.
On the other hand, the present invention also provides a kind of application method of Multifunction scaffold provided by the invention, installation first is climbed
Frame component, and first segment wall is poured by climbing frame template；After completing the pouring of the first segment wall, move up described
First climbing frame component installs the second climbing frame component and first platform, and pours second by the climbing frame template
Section wall；After completing the pouring of the second segment wall, the height by adjusting the second climbing frame column moves up described
First climbing frame component, and third section wall is poured by the climbing frame template.
It is arranged using modularization provided by the present invention for the Multifunction scaffold of subway side wall, it can be according to subway side wall
Height will need pour subway side wall segmentation pour, for example, since ground, it would be desirable to which the subway side wall poured is divided into
Three sections, first segment wall, second segment wall and third section wall are poured by installing the segmentation of climbing frame component, in casting process
In, pouring construction personnel, which may stand on different platforms, to carry out wall and pours, is monitored to work progress and reinforces sight
It examines and maintenance repairing is carried out to the wall poured, climbed using provided by the present invention for the multi-functional of subway side wall
Frame may be implemented to integrate the multi-platform construction for pouring, reinforcing observation, repairing maintenance, not only have reasonable for structure, operation
Fast, the advantages that stability is good also greatly increases working security, improves construction quality and efficiency, can be in construction
It is widely used.
The other feature and advantage of the embodiment of the present invention will be described in detail in subsequent specific embodiment part.
Description of the drawings
Attached drawing is further understood to the embodiment of the present invention for providing, an and part for constitution instruction, under
The specific implementation mode in face is used to explain the embodiment of the present invention together, but does not constitute the limitation to the embodiment of the present invention.Attached
In figure：
Fig. 1 is the structural schematic diagram of the first climbing frame component in the Multifunction scaffold according to one embodiment of the present invention；
Fig. 2 is the structural schematic diagram of the second climbing frame component in the Multifunction scaffold according to one embodiment of the present invention；
Fig. 3 is multi-functional in step 1) in the application method according to the Multifunction scaffold of one embodiment of the present invention
The structural schematic diagram of climbing frame；
Fig. 4 is multi-functional in step 2) in the application method according to the Multifunction scaffold of one embodiment of the present invention
The structural schematic diagram of climbing frame；And
Fig. 5 is multi-functional in step 3) in the application method according to the Multifunction scaffold of one embodiment of the present invention
The structural schematic diagram of climbing frame.
Reference sign
1 climbing frame template, 2 first climbing frame component
3 second climbing frame component, 4 verticality regulating part
5 first support bar, 6 first platform
7 walls pour 8 first climbing frame column of face
9 second platform, 10 second support bar
11 second climbing frame column, 12 third platform
13 protection 14 guardrails of cable wire
15 guardrail supporting rod, 16 first segment wall
17 second segment wall, 18 third section wall
Specific implementation mode
The specific implementation mode of the embodiment of the present invention is described in detail below in conjunction with attached drawing.It should be understood that this
The described specific implementation mode in place is merely to illustrate and explain the present invention embodiment, is not intended to restrict the invention embodiment.
Below in conjunction with the accompanying drawings, technical solution in the embodiment of the present invention is described in detail.
As shown in-Fig. 5, a kind of Multifunction scaffold for subway side wall provided by the invention includes：Climbing frame template 1,
One climbing frame component 2, the second climbing frame component 3 and verticality regulating part 4；The first climbing frame component 2 includes the first platform 6, the
Two platforms 9, first support bar 5 and telescopic first climbing frame column 8；The climbing frame template 1 is adjusted by the verticality
Part 4 is mounted on perpendicular to ground on the first climbing frame column 8, and the verticality regulating part 4 is for adjusting first climbing frame
The verticality of column 8 and the climbing frame template 1；First platform, 6 and second platform 9 is respectively perpendicular to the wall and pours
Face 7 is mounted on the both ends of the first climbing frame column 8, and first platform 6 is mounted on the close of the first climbing frame column 8
Ground terminal, is equipped with the first support bar 5 between the first climbing frame column 8 and the first platform 6, the first support bar 5 is used
In the height adjusting support angle according to the first climbing frame column 8；The second climbing frame component 3 includes third platform 12, the
Two supporting rods 10 and telescopic second climbing frame column 11；The second climbing frame column 11 is perpendicular to ground and for passing through
Distal end apart from ground is installed with first platform 6, and the third platform 12 pours face 7 perpendicular to the wall and is mounted on
The near end of the second climbing frame column 11 is equipped with described between the second climbing frame column 11 and first platform 6
Two supporting rods 10, the second support bar 10 are used for the height adjusting support angle according to the second climbing frame column 11.
Preferably, the first climbing frame column 8, the verticality regulating part 4, the first support bar 5, described second
Climbing frame column 11, the second support bar 10 are multiple, and every 1 first climbing frame column 8 passes through corresponding verticality regulating part 4
It installs with the climbing frame template 1 and is installed by corresponding first support bar 5 and the first platform 6；Every 1 second climbing frame column 11
It is installed by corresponding second support bar 10 and the first platform 6.
Since the height of subway side wall is higher, in order to ensure the quality of the safety and construction constructed, usually subway side wall
Segmentation pours, for example, since ground, it would be desirable to which the subway side wall poured is divided into three sections, first segment wall respectively to be poured
Body 16, second segment wall 17 and third section wall 18.First, as shown in figure 3, installing the first climbing frame component 2 on the ground,
And first segment wall 16 is poured by climbing frame template 1.
Preferably, by being embedded in the pre-embedded bolt on ground, the first climbing frame component 2 is fixed on the ground；The climbing frame
Template 1 is mounted on perpendicular to ground on the first climbing frame column 8 by the verticality regulating part 4, and climbing frame template 1 is hung down
Straight degree determines that is formed pours the verticality for pouring face of wall, therefore is provided with verticality regulating part 4, for adjusting
The verticality for stating the first climbing frame column 8 and the climbing frame template 1, ensure that the quality requirement of construction.
According to the technique and scheme of the present invention, according to walling body to be poured along the length in ground direction and perpendicular to ground
Highly, the length and height of the climbing frame template 1 are selected, for example, the length of first segment wall 16 to be poured is 10 meters, height
Degree is 2 meters, that is, selects the climbing frame template 1 that length is 10 meters and height is 2 meters, the length and height of climbing frame template 1 can bases
Actual use situation is selected, and the present invention is not limited thereof.
According to the technique and scheme of the present invention, according to length of the walling body along ground direction to be poured and the height perpendicular to ground
The intensity requirement of degree and the first climbing frame component 2 selects the quantity and height of the first climbing frame column 8.Such as it is pouring
The length of first segment wall 16 is 10 meters, be highly 2 meters in the case of, it is preferable that the quantity of the first climbing frame column 8 is selected as 8
A, uniformly distributed to arrange, the height of the first climbing frame column 8 is 2.05 meters, ensure that can as required the length needed for pouring construction and
Highly, the quantity of the first climbing frame column 8 and elongation height can be selected according to actual use situation, and the present invention is not to it
It is defined.
According to the technique and scheme of the present invention, first platform, 6 and second platform 9 is respectively perpendicular to the wall and pours
Face 7 is mounted on the both ends of the first climbing frame column 8, and first platform 6 is mounted on the close of the first climbing frame column 8
Ground terminal is equipped with the first support bar 5 between the first climbing frame column 8 and the first platform 6, further enhances first
The intensity of climbing frame component 2 ensure that the safety of construction.The first support bar 5 is used for according to the first climbing frame column 8
Height adjusting support angle, if for example, wall height adjustment, the height of the height of climbing frame template 1 and the first climbing frame column 8
Degree adjusts therewith, and the support angle of first support bar 5 is also adjusted therewith, for example, the height of the first climbing frame column 8 increases
Height, the angle of first support bar 5 and horizontal plane is with becoming larger, the security requirement for meeting climbing frame.
After installation is complete, pouring construction personnel station carries out pouring first segment wall 16 on the second platform 9, applying in addition
Worker person may stand on the first platform 6 and is monitored to work progress, and can be added on platform after the completion of pouring
Gu observation and repairing maintenance.
According to the technique and scheme of the present invention, it as shown in figure 4, after completing the pouring of the first segment wall 16, moves up
The first climbing frame component 2, the second climbing frame component 3 and first platform 6 are installed, and are poured by the climbing frame template 1
Second segment wall 17.
According to the technique and scheme of the present invention, the second climbing frame component 3 include third platform 12, second support bar 10 with
And telescopic second climbing frame column 11；The second climbing frame column 11 is perpendicular to ground and for by apart from the remote of ground
End is installed with first platform 6, and the third platform 12 pours face 7 perpendicular to the wall and is mounted on second climbing frame
The near end of column 11 is equipped with the second support bar 10 between the second climbing frame column 11 and first platform 6,
The intensity for further enhancing the second climbing frame component 3, ensure that the safety of construction.The second support bar 10 is used for basis
The height adjusting support angle of the second climbing frame column 11.
According to the technique and scheme of the present invention, according to the first segment wall 16 poured along ground direction length and
Perpendicular to the height on ground and the intensity requirement of required second climbing frame component 3, select the quantity of the second climbing frame column 11 with
And the height of elongation.Such as in the case where first segment wall 16 is 10 meters, is highly 2 meters, it is preferable that the second climbing frame column
11 quantity is selected as 8, uniformly distributed to arrange, and the height of the second climbing frame column 11 is 1.85 meters, ensure that the length needed for construction
And height, the quantity and elongation height of the second climbing frame column 11 can be selected, the present invention is not according to actual use situation
It is defined.
After installation is complete, pouring construction personnel station carries out pouring second segment wall 17 on the second platform 9, applying in addition
Worker person may stand on the first platform 6 and observation be monitored and reinforced to work progress, can also be right on third platform 12
The first segment wall 16 poured carries out maintenance repairing.
According to the technique and scheme of the present invention, as shown in figure 5, after completing the pouring of the second segment wall 17, pass through
The height for adjusting the second climbing frame column 11 moves up the first climbing frame component 2, and pours by the climbing frame template 1
Three sections of walls 18.
According to the first segment wall 16 and second segment wall 17 poured perpendicular to the height on ground, second is selected
The height of the elongation of climbing frame column 11.Such as in the case where first segment wall 16 and 17 height of second segment wall are 2 meters,
In order to meet the mounting condition of upper layer the first climbing frame component 2, the thickness of the first platform 6 and the thickness of third platform 12 are dispelled
Etc. factors, it is preferable that the height of the second climbing frame column 11 is selected as 3.85 meters, ensure that construction needed for height, the second climbing frame
The elongation height of column 11 can be selected according to actual use situation, and the present invention is not limited thereof.
The second support bar 10 is used for the height adjusting support angle according to the second climbing frame column 11, in order to protect
Demonstrate,prove the support strength requirement of the second climbing frame component 3, the support angle of second support bar 10 with the second climbing frame column 11 height
Increase adjust support angle, for example, the height of the second climbing frame column 11 increases, the angle of second support bar 10 and horizontal plane
Become larger therewith.
After installation is complete, pouring construction personnel station carries out pouring third section wall 18 on the second platform 9, applying in addition
Worker person may stand on the first platform 6 and observation be monitored and reinforced to work progress, can also be right on third platform 12
The first segment wall 16 and second segment wall 17 poured carries out maintenance repairing.
According to the technique and scheme of the present invention, one end of the first support bar 5 and the first climbing frame column 8 are hinged, separately
One end is slidably connected with first platform 6, for passing through first support bar 5 described in the slidable adjustment on first platform 6
Support angle；One end of the second support bar 10 and the second climbing frame column 11 are hinged, the other end and described first flat
Platform 6 is slidably connected, for the support angle by second support bar 10 described in the slidable adjustment on first platform 6.
Preferably, the verticality regulating part 4 is adjusting nut, and the quantity of verticality adjusting part 4 is vertical with the first climbing frame
The quantity of column 8 is consistent, and 4 one end of verticality adjusting part is fixed in the template 1, and bolt arrangement is arranged in the other end, passes through institute
It states the first climbing frame column 8 and is fixed by nut, screwed out using screw-in of the nut on bolt and be used for adjusting first climbing frame
The verticality of column 8.
Preferably, verticality fine tuning is both provided in the junction of first platform and every 1 first climbing frame column to tie
Structure, it is vertical to adjust first climbing frame for the connection angle by adjusting first platform with the first climbing frame column
The verticality of column, the verticality fine tuning structure are bolt and nut structure, and the screw rod is fixed with the first climbing frame column 8
Connection is flexibly connected with first platform 6, and the nut is engaged with the screw rod, by rotating nuts so that the screw rod
It moves left and right so as to adjust the verticality of the first climbing frame column 8.
Preferably, the second climbing frame component further includes protection cable wire 13, and the protection cable wire 13 in wall for pouring
When be connected between the second climbing frame column 11 and first platform 6 in tensioned state, protect the quantity of cable wire 13 can be with
It is parallel to the length on ground according to wall and the quantity of the second climbing frame column 11 is configured, such as the length of wall is
10 meters, the quantity that protection cable wire 13 can be arranged is 8, is evenly arranged, and the quantity of protection cable wire 13 can be according to actual use
Situation is selected, and the present invention is not limited thereof.
Preferably, the wall described in the distance of first platform 6, the second platform 9 and third platform 12 pours face 7
Distal end be separately installed with guardrail 14 perpendicular to ground.
Preferably, between the guardrail 14 of second platform 9 and the climbing frame template 1 and the third platform 12
Guardrail 14 and the wall pour between face 7 to pour face 7 perpendicular to the wall and be separately installed with and be used to support the guardrail
14 guardrail supporting rod 15, it is preferable that guardrail supporting rod 15 is respectively arranged one in the two ends of guardrail.
On the other hand, the present invention also provides a kind of application method of Multifunction scaffold, step 1) installs the first climbing frame group
Part 2, and first segment wall 16 is poured by climbing frame template 1；Step 2), after completing the pouring of the first segment wall 16,
The first climbing frame component 2 is moved up, the second climbing frame component 3 and first platform 6 are installed, and passes through the climbing frame template 1
Pour second segment wall 17；Step 3) is climbed after completing the pouring of the second segment wall 17 by adjusting described second
The height for erecting column 11 moves up the first climbing frame component 2, and pours third section wall 18 by the climbing frame template 1.
To solve, subway height of side wall is higher, pours and reinforces time-consuming and laborious, and asking of cannot be guaranteed of safe mass
Topic chooses mould provided by the present invention for the Multifunction scaffold and application method of subway side wall according to the height of subway side wall
The climbing frame of blockization setting and installing climbing frame template will need the subway side wall poured segmentation to pour, will for example, since ground
The subway side wall poured is needed to be divided into three sections, first segment wall 16 respectively to be poured, second segment wall 17 and third section
Wall 18 installs the first climbing frame component 2, and pours first segment wall 16 by climbing frame template 1；Complete the first segment wall
After the pouring of body 16, the first climbing frame component 2 is moved up, the second climbing frame component 3 and first platform 6 are installed, and
Second segment wall 17 is poured by the climbing frame template 1；After completing the pouring of the second segment wall 17, pass through adjusting
The height of the second climbing frame column 11 moves up the first climbing frame component 2, and pours third section by the climbing frame template 1
Wall 18.Pouring construction personnel station carries out pouring third section wall 18 on the second platform 9, and construction personnel in addition can stand
On the first platform 6 observation is monitored and reinforced to work progress, it can also be on third platform 12 to having poured
First segment wall 16 and second segment wall 17 carry out maintenance repairing, may be implemented to pour, reinforce observation, repairing maintenance in one
The multi-platform construction of body not only has many advantages, such as that reasonable for structure, swift to operate, stability is good, also greatly increases construction safety
Property improves construction quality and efficiency, can be widely used in construction.
The optional embodiment of the embodiment of the present invention is described in detail above in association with attached drawing, still, the embodiment of the present invention is simultaneously
The detail being not limited in the above embodiment can be to of the invention real in the range of the technology design of the embodiment of the present invention
The technical solution for applying example carries out a variety of simple variants, these simple variants belong to the protection domain of the embodiment of the present invention.
It is further to note that specific technical features described in the above specific embodiments, in not lance
In the case of shield, it can be combined by any suitable means.In order to avoid unnecessary repetition, the embodiment of the present invention
Various combinations of possible ways are no longer separately illustrated.
In addition, arbitrary combination can also be carried out between a variety of different embodiments of the embodiment of the present invention, as long as it is not
The thought of the embodiment of the present invention is violated, disclosure of that of the embodiment of the present invention is equally should be considered as.
Claims (9)
1. a kind of Multifunction scaffold for subway side wall, which is characterized in that the climbing frame includes：Climbing frame template (1), the first climbing frame
Component (2), the second climbing frame component (3) and verticality regulating part (4)；
The first climbing frame component (2) includes the first platform (6), the second platform (9), first support bar (5) and telescopic
First climbing frame column (8)；The climbing frame template (1) is mounted on described the by the verticality regulating part (4) perpendicular to ground
On one climbing frame column (8), the verticality regulating part (4) is for adjusting the first climbing frame column (8) and the climbing frame template
(1) verticality；
First platform (6) and the second platform (9) are respectively perpendicular to the wall and pour face (7) mounted on first climbing frame
The both ends of column (8), and first platform (6) is mounted on the near end of the first climbing frame column (8), first climbing frame
The first support bar (5) is installed, the first support bar (5) is used for according between column (8) and the first platform (6)
The height adjusting support angle of first climbing frame column (8)；
The second climbing frame component (3) includes that third platform (12), second support bar (10) and telescopic second climbing frame are vertical
Column (11)；The second climbing frame column (11) is perpendicular to ground and for passing through distal end apart from ground and first platform
(6) it installs, the third platform (12) pours face (7) mounted on the close of the second climbing frame column (11) perpendicular to the wall
Ground terminal, is equipped with the second support bar (10) between the second climbing frame column (11) and first platform (6), and described
Two supporting rods (10) are used for the height adjusting support angle according to the second climbing frame column (11).
2. climbing frame according to claim 1, which is characterized in that one end of the first support bar (5) is climbed with described first
It is hinged to erect column (8), the other end is slidably connected with first platform (6), for by being slided on first platform (6)
Adjust the support angle of the first support bar (5)；One end of the second support bar (10) and the second climbing frame column
(11) hinged, the other end is slidably connected with first platform (6), for passing through the slidable adjustment on first platform (6)
The support angle of the second support bar (10).
3. climbing frame according to claim 1, which is characterized in that the verticality regulating part (4) is adjusting nut.
4. climbing frame according to claim 1, which is characterized in that the second climbing frame component further includes protection cable wire (13),
The protection cable wire (13) is used to be connected to the second climbing frame column (11) and described the in tensioned state when wall is poured
Between one platform (6).
5. climbing frame according to claim 1, which is characterized in that in first platform (6), the second platform (9) and
The distal end that wall described in the distance of three platforms (12) pours face (7) is separately installed with guardrail (14) perpendicular to ground.
6. climbing frame according to claim 5, which is characterized in that climbed with described in the guardrail (14) of second platform (9)
Between frame template (1) and the guardrail of the third platform (12) (14) and the wall pour between face (7) perpendicular to described
Wall pours face (7) and is separately installed with the guardrail supporting rod (15) for being used to support the guardrail (14).
7. climbing frame according to claim 1, which is characterized in that the first climbing frame column (8), the verticality regulating part
(4), the first support bar (5), the second climbing frame column (11), the second support bar (10) are multiple, and every 1
One climbing frame column (8) is installed with the climbing frame template (1) by corresponding verticality regulating part (4) and passes through corresponding first
Strut (5) is installed with the first platform (6)；Every 1 second climbing frame column (11) is flat by corresponding second support bar (10) and first
Platform (6) is installed.
8. climbing frame according to claim 7, which is characterized in that in first platform (6) and every 1 first climbing frame column
(8) junction is both provided with verticality fine tuning structure, for vertical with first climbing frame by adjusting first platform (6)
The connection angle of column (8) adjusts the verticality of the first climbing frame column (8).
9. the application method of the Multifunction scaffold described in a kind of any one of claim 1-8 claims, which is characterized in that should
Method includes：
Step 1) installs the first climbing frame component (2), and pours first segment wall (16) by climbing frame template (1)；
Step 2) moves up the first climbing frame component (2), by second after completing the pouring of the first segment wall (16)
Climbing frame component (3) is installed with first platform (6), and pours second segment wall (17) by the climbing frame template (1)；
Step 3) passes through after completing the pouring of the second segment wall (17) and adjusts the second climbing frame column (11)
Height moves up the first climbing frame component (2), and pours third section wall (18) by the climbing frame template (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810141982.4A CN108316647A (en) | 2018-02-11 | 2018-02-11 | Multifunction scaffold and its application method for subway side wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810141982.4A CN108316647A (en) | 2018-02-11 | 2018-02-11 | Multifunction scaffold and its application method for subway side wall |
Publications (1)
| Publication Number | Publication Date |
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| CN108915250A (en) * | 2018-09-29 | 2018-11-30 | 贵州卓良模板有限公司 | A kind of cantilever form |
| CN112112422A (en) * | 2020-09-18 | 2020-12-22 | 中铁济南工程建设监理有限公司 | Template support assembly for subway station side wall and supervision method thereof |
| CN113062578A (en) * | 2021-03-25 | 2021-07-02 | 中交二航局成都城市建设工程有限公司 | Liftable mobile operation platform |
| CN116397696A (en) * | 2023-05-05 | 2023-07-07 | 中铁四局集团有限公司 | A construction method for high-clearance arc-shaped side walls under cover plates |
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| CN116397696A (en) * | 2023-05-05 | 2023-07-07 | 中铁四局集团有限公司 | A construction method for high-clearance arc-shaped side walls under cover plates |
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Application publication date: 20180724 |