CN206289964U - For the climbing form system of sloping core construction - Google Patents
For the climbing form system of sloping core construction Download PDFInfo
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- CN206289964U CN206289964U CN201620525995.8U CN201620525995U CN206289964U CN 206289964 U CN206289964 U CN 206289964U CN 201620525995 U CN201620525995 U CN 201620525995U CN 206289964 U CN206289964 U CN 206289964U
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- creeping formwork
- sloping core
- support
- rail
- construction
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Abstract
The utility model is related to a kind of climbing form system for sloping core construction, and the system includes：Attached wall guide rail, is attached in the first sloping core section on stalk section；It is connected to the creeping formwork rail on the attached wall guide rail；The support platform at the top of the creeping formwork rail is layed in, the support platform is hinged with the creeping formwork rail；Branch is located at the regulation support bar between the support platform and the creeping formwork rail；And branch is located at the support platform and adjustable inclination creeping formwork support body, the creeping formwork support body is inclined by adjusting inclination angle with to first sloping core section.Using adjusting the inclination angle of creeping formwork support body, and reduce the distance of the operation platform on creeping formwork support body and sloping core section construction area, convenient construction operation reduces construction safety risk.
Description
Technical field
The utility model is related to the realm of building construction, refers in particular to a kind of climbing form system for sloping core construction.
Background technology
At present, general plate uses hydraulic climbing formwork system in the construction of high-rise or Super High Core Walls Structure.Creeping formwork has saves mould
Plate, easy, the easy to operate, security of installation, speed of application are fast, labour puts into low plurality of advantages.Constructed for sloping core
When, because the sloping core section on stalk section slopes inwardly so that lifting rail can be in heeling condition, and then cause creeping formwork
Support body is correspondingly also at heeling condition, does not meet the requirement of construction safety.Existing common practices is that sloping core section sets what is protruded out
Ruggedized construction, to cause that lifting rail fixed in sloping core section and stalk section is in plumbness, so that it is guaranteed that at creeping formwork support body
In stable state both vertically and horizontally, it is ensured that the safety of construction.But due to the sloping core intilted angle of section compared with
Greatly, cause distance between the construction area of the vertical operation platform hanging on the climbing form system of stalk section and sloping core section compared with
Far, the operation inconvenience of workmen is caused, is that the construction of sloping core section brings security risk.In addition, it is necessary to individually construction is protruded out
The ruggedized construction later stage also need to remove so that working procedure is relatively complicated, and increased construction procedure, when abolishing ruggedized construction
Also more bother, and then the construction period can be influenceed.
Utility model content
The purpose of this utility model is the defect for overcoming prior art, there is provided a kind of creeping formwork system for sloping core construction
Unite, the construction distance for solving to use the ruggedized construction that setting is protruded out to carry out climbing formwork for construction presence in the prior art far causes to operate
It is more troublesome and the influence construction period when inconvenience, construction safety risk, cumbersome working procedure, increase working procedure, dismounting
Problem.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provides a kind of climbing form system for sloping core construction, including：
Attached wall guide rail, is attached in the first sloping core section on stalk section；
It is connected to the creeping formwork rail on the attached wall guide rail；
The support platform at the top of the creeping formwork rail is layed in, the support platform is hinged with the creeping formwork rail；
Branch is located at the regulation support bar between the support platform and the creeping formwork rail；And
Branch is located at the support platform and adjustable inclination creeping formwork support body, and the creeping formwork support body is by adjusting inclination angle
Inclined with to first sloping core section.
Using adjusting the inclination angle of creeping formwork support body, and reduce the operation platform on creeping formwork support body and sloping core section construction area away from
From convenient construction operation reduces construction safety risk.And creeping formwork support body is when inclining, it can be ensured that operation platform for horizontal,
Stability Analysis of Structures is firm, it is ensured that construction safety.In the climbing formwork for construction of stalk section and sloping core section, climbed still according to conventional method
Attached wall guide rail, although attached wall guide rail is inclined at sloping core, but by adjusting regulation support bar to cause support platform
It is horizontal, the stability of the creeping formwork support body on support platform would not be influenceed, it is ensured that the construction safety of creeping formwork support body.This practicality
New climbing form method, compared to the method for the existing ruggedized construction set up and protrude out, easy construction, operation is simple, that is, utilize
The regulation support bar of setting is horizontal to adjust support platform, can be effectively time-consuming, and then can shorten and apply
The work duration.
The utility model be used for sloping core construction it is climbing form system further improvement is that, the creeping formwork support body include erect
The carrier unit of the adjustable inclination on the support platform, the corner of the carrier unit is to be hinged, and the support
Regulation push rod has been installed on unit.
The utility model be used for sloping core construction it is climbing form system further improvement is that, the creeping formwork support body also include branch
Located at the bracket unit of the support mesa base, the corner of the bracket unit installs to be hinged in the bracket unit
There is regulation screw mandrel.
The utility model be used for sloping core construction it is climbing form system further improvement is that, it is described regulation support bar include position
Adjusting sleeve pipe and the studdle for being screwed together in the adjusting sleeve pipe two ends, the superposed studdle and institute in middle part
State support platform to be fastenedly connected, the studdle and the creeping formwork rail positioned at bottom are fastenedly connected.
The utility model be used for the climbing form system of sloping core construction further improvement is that, the bottom of the attached wall guide rail leads to
Attached wall cushion block is crossed to be connected with stalk section.
Brief description of the drawings
Fig. 1 is that the utility model is used for the climbing form system of sloping core construction in the structural representation of the first sloping core section of constructing.
Fig. 2 is the structure that the utility model is used for sloping core of the climbing form system of sloping core construction on the first sloping core section of constructing
Schematic diagram.
Fig. 3 is the structural representation of support platform when the utility model is used in the climbing form system of sloping core construction be located at stalk section
Figure.
Fig. 4 be Fig. 3 in save stalk section and bracket unit structural representation.
Fig. 5 and Fig. 6 are the structural representation in the first sloping core section regulation support plateau levels shape.
Fig. 7 is the structural representation that the utility model is used for the carrier unit in creeping formwork support body in the climbing form system of sloping core construction
Figure.
Specific embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
The utility model provides the climbing form system for sloping core construction, is primarily adapted for use in and is constructed to wall on stalk section
The situation of the inclined sloping core section in body inner or outer side.Because the sloping core section on top is inclined to wall inner or outer side, and cause perpendicular
To attached wall guide rail cannot climb, and then it is difficult to result in the creeping formwork of climbing form system.In the prior art frequently with sloping core section
The ruggedized construction that setting is protruded out, to make attached wall guide rail continue vertically to climb, it is ensured that the normal creeping formwork of climbing form system, but due to
Sloping core section is inclined, and climbing form system vertically climbs, between result in operating platform and sloping core the section construction area on climbing form system
It is distant so that constructing operation inconvenience, there is construction safety risk.It is of the present utility model to be used for solve the above problems
The climbing form system and its construction method of sloping core construction employ the creeping formwork support body of adjustable inclination, when sloping core section is constructed, adjustment
The inclination angle of creeping formwork support body is close with the inclination angle of sloping core section, reduces the spacing of operating platform and construction area, and convenient construction is operated,
Ensure construction safety.The climbing form system for being used for sloping core construction to the utility model below in conjunction with the accompanying drawings is illustrated.
Refering to shown in Fig. 1, it is shown that the utility model is used for the climbing form system of sloping core construction in the first sloping core section of constructing
Structural representation.With reference to Fig. 1, the climbing form system that sloping core construction is used for the utility model is illustrated.
As shown in figure 1, the climbing form system that the utility model is used for sloping core construction includes attached wall guide rail 23, creeping formwork rail 24, holds
Support platform 31, regulation support bar 32 and creeping formwork support body 40, attached wall guide rail 23 are fixedly connected with the climbing boots 21 in stalk section 11,
Now be used for construct stalk section 11 on the first sloping core section 12, with reference to shown in Fig. 2, construction complete the first sloping core section 12 it
Afterwards, climbing boots 21 are installed in the first sloping core section 12, climb attached wall guide rail 23, by the sloping core of attached wall guide rail 23 and first section 12
Climbing boots 21 are fixedly connected, and the attached wall guide rail 23 is in the heeling condition drawn close to the first sloping core section 12.The attached wall guide rail 23 is to leaning on
First sloping core section, 12 directions incline on nearly wall 10.Creeping formwork rail 24 is connected on attached wall guide rail 23, and the creeping formwork rail 24 is with attached wall
The inclination of guide rail 23 and it is oblique.Support platform 31 is layed in the top of creeping formwork rail 24, the support platform 31 and creeping formwork rail 24
Top is hinged so that support platform 31 can be rotated around the end being hinged, and creeping formwork rail 24 not only supports support platform 31,
Simultaneously also for the adjustable offer of support platform 31 may.Regulation support bar 32 located at support platform 31 and creeping formwork rail 24 it
Between, the regulation support bar 32 is length-adjustable structure, is adjusted to support platform 31 using the adjustment length of support bar 32 is adjusted
It is horizontal so that support platform 31 is not influenceed by attached wall guide rail 23 is inclined, continue to keep horizontal, there is provided the support of flat
Structure.The adjustable ground of creeping formwork support body 40 branch is located at support platform 31, and creeping formwork support body 40 can adjust the inclination angle of itself, flat positioned at support
Creeping formwork support body 40 above and below platform 31 can adjustable inclination.When the first sloping core section 12 is constructed, adjustment is flat positioned at support
The inclination angle of the creeping formwork support body 40 of the top of platform 31 causes creeping formwork to cause that the creeping formwork support body is inclined to the first sloping core section 12 by inclining
The construction area spacing of operating platform and the first sloping core section 12 on support body 40 reduces, and facilitates the construction of the first sloping core section 12 to grasp
Make, also ensure that construction safety.After the completion of the construction of the first sloping core section 12, climb attached wall guide rail 23, and the attached wall guide rail 23 is in incline
It is horizontal by adjusting the adjustment support platform 31 of support bar 32 when ramp-like, it is that the creeping formwork support body 40 of the top of support platform 31 is carried
For the support for consolidating.
At the sloping core of wall 10, because during the climbing of climbing form system, attached wall guide rail 23 is inclined with sloping core
State, it is horizontal followed by the regulation adjustment support platform 31 of support bar 32, there is provided the support of stabilization, it is ensured that climbing form frame
The steadiness of body 40, it is ensured that the safety of construction.The working procedure of the process of climbing is also simplify, with easy construction, is effectively saved
About the engineering time, the construction period can be shortened.
As shown in Figure 3 and Figure 4, regulation support bar 32 includes being located at the adjusting sleeve pipe 321 at middle part and is screwed together in adjusting sleeve pipe
The studdle 322,323 at 321 two ends, superposed studdle 322 is fastenedly connected with support platform 31, the support on top
Screw rod 322 is connected by connecting channel-section steel with support platform 31.Studdle 323 positioned at bottom is fastenedly connected with creeping formwork rail 24,
By screwing the precession of studdle 322,323 at the regulation of adjusting sleeve pipe 321 two ends or screwing out to realize adjusting the length of support bar 32
Degree regulation.It is preferred that 32 sides and the bottom of creeping formwork rail 24 being located on support platform 31 away from creeping formwork rail 24 of regulation support bar
Between portion, to facilitate regulation.Specifically regulation process is：Adjusting sleeve pipe 321 is screwed clockwise, with turning for adjusting sleeve pipe 321
It is dynamic, coordinate the studdle 322,323 for causing two ends to be screwed out to outside adjusting sleeve pipe 321 by screw thread, realize regulation support bar
32 length, now, the side that support platform 31 is connected with regulation support bar 32 can be with the length of regulation support bar 32
It is elongated and be lifted up.Adjusting sleeve pipe 321 is screwed counterclockwise, with the rotation of adjusting sleeve pipe 321, is coordinated by screw thread and is caused two
The studdle 322,323 at end is screwed in in adjusting sleeve pipe 321, and the length for realizing regulation support bar 32 shortens, now, support
The side that platform 31 is connected with regulation support bar 32 can downwards sink as the length of regulation support bar 32 shortens, regulation support
The length of bar 32 shortens suitable for the first sloping core 12 inward slant states of section.
As depicted in figs. 1 and 2, creeping formwork support body 40 includes being erected on the support list of the adjustable inclination on support platform 31
Unit 41 and branch are located at the bracket unit 42 of the bottom of support platform 31, and the setting height of carrier unit 41 and bracket unit 42 can basis
Practice of construction needs to be selected.The corner of carrier unit 41 is to be hinged so that the carrier unit 41 being capable of being hinged with corner
Based on realize the regulation at inclination angle, regulation push rod 411 has been installed on carrier unit 41, by adjusting the adjusting bracket of push rod 411
The inclination angle of unit 41.The corner of bracket unit 42 is also to be hinged so that the bracket unit 42 can be based on being hinged of corner
The regulation at inclination angle is realized, regulation screw mandrel 421 has been installed in bracket unit 42, bracket unit 42 is adjusted by adjusting screw mandrel 421
Inclination angle.
As shown in fig. 7, the vertical rod 412 of carrier unit 41 and the cross bar 413 being connected with vertical rod 412, vertical rod 412 and cross bar
413 constitute frame-type support body.Enclosed by cross bar 413 and vertical rod 412 and form carrier unit 41, can on support platform 31
According to required using height, multiple carrier units 41 are set, a regulation push rod has been installed on each carrier unit 41
411.The bottom of vertical rod 412 is hingeably secured on support platform 31 so that the vertical rod 412 can be around the end being hinged to wall 10
Direction draw close or away from.The two ends of cross bar 413 are hinged fixation with vertical rod 412 so that the connection of cross bar 413 and vertical rod 412
Place can relatively rotate.It is angularly disposed between the vertical rod 412 between two cross bars 413 to have regulation push rod 411, the regulation push rod 411
On creeping formwork support body 40 between two vertical rods 412 of the side of the alien invasion of wall 10, controlled by adjusting push rod 411
Vertical rod processed 412 drawn close to wall 10 or away from angle of inclination.Regulation push rod 411 is length-adjustable structure, by regulation
The length adjustment of push rod 411, with reference to being articulated and connected between cross bar 413 and vertical rod 412 so that creeping formwork support body 40 can be in square frame
Structure, it is also possible to the framework of parallelogram.Regulation push rod 411 is in higher than away from the one of wall 10 near one end of wall 10
End is set.Certainly, regulation push rod 411 can also be propped up between cross bar 413 and vertical rod 412, it is also possible to will adjust push rod 411
Between two cross bars 413, the regulation at the inclination angle to carrier unit 41 can be realized.
It is specific to regulation push rod 411 as a example by push rod 411 is adjusted shown in Fig. 7 between two vertical rods 412 below
Regulatory function illustrate：With reference to shown in Fig. 1 and Fig. 7, the length of adjustment regulation push rod 411 so that vertical rod 412 is to wall
The direction that body 10 is drawn close inclines, and when vertical rod 412 is inclined, cross bar 413 keeps horizontal, and whole creeping formwork support body 40 is rendered as to wall
The inclined state in the close direction of body 10, so that the operating platform of creeping formwork support body 40 is still horizontal, using the teaching of the invention it is possible to provide firm
The operation platform of safety, also causes operation platform closer to wall 10, convenient construction.The length of regulation regulation push rod 411 diminishes,
So that vertical rod 412 to wall 10 away from direction incline, when vertical rod 412 is inclined, cross bar 413 keeps horizontal, whole creeping formwork
Support body 40 be rendered as to wall 10 away from the inclined state in direction, so that the operating platform of creeping formwork support body 40 still be level
Shape, using the teaching of the invention it is possible to provide consolidate the operation platform of safety so that operation platform, away from wall 10, is that the construction of wall 10 avoids space.
To ensure the firm of climbing mould system structure, when rising to attached wall guide rail 23 at first sloping core section 12, by attached wall
The bottom of guide rail 23 is connected with the attached wall cushion block 111 in stalk section 11.When attached wall guide rail 23 needs to climb, then by the connection solution
Remove.
As shown in figure 1, the work progress to the first sloping core section is illustrated below.During the section construction of the first sloping core, attached wall is led
Rail 23 is fixed in stalk section 11, and attached wall guide rail 23 and creeping formwork rail 24 are in vertical configuration, and support platform 31 is in horizontal, movement
Formwork erecting structure 51 on support platform 31 so that the template on the formwork erecting structure 51 is resisted against at the first sloping core section to be onstructed,
The inner side formwork erecting structure 13 in wall 10 is coordinated to together form the casting space of the first sloping core section.Now adjust support platform 31
The creeping formwork support body 40 of top, with reference to shown in Fig. 7, i.e., adjusts the regulation push rod 411 set on carrier unit 41, by adjustment simultaneously
The length of push rod 411 is adjusted so that the direction to the first sloping core 12 of carrier unit 41 inclines, it is preferred that the branch of adjustment
The inclination angle of frame unit 41 is identical with the inclination angle of the first sloping core 12.When carrier unit 41 is inclined, vertical rod 412 is inclined, cross bar
413 are still the level of state, and the operating platform set at the top of carrier unit 41 is also horizontality, using operating platform to first
Casting concrete to be to form the first sloping core section 12 in the casting space of sloping core section, using the creeping formwork support body of adjustable inclination ensuring
The convenience and safety of construction.
As shown in Fig. 2 being illustrated to the sloping core work progress on the first sloping core section below.First sloping core section 12 is to wall
The inner side of body 10 inclines, the attached wall guide rail 23 for climbing, and is connected to the climbing boots 21 installed in the first sloping core section 12, the attached wall guide rail
23 bottom is connected with attached wall cushion block 111 fixed in stalk section 11, and attached wall guide rail 23 is in be inclined to the first sloping core section 12
State, creeping formwork rail 24 is fixed on attached wall guide rail 23, the creeping formwork rail 24 also in the first sloping core 12 inclined states of section, with reference to figure
Shown in 5, result in side that support platform 31 is connected with creeping formwork rail 24 downwards, be connected with regulation support bar 32 on the side,
The side that i.e. support platform 31 is connected with regulation support bar 32 is moved along the direction of arrow A in Fig. 5, now, regulation regulation branch
The length of strut 32 diminishes, and the connection due to support platform 31 and creeping formwork rail 24 is to be hinged so that the support platform 31 can be around
Rotated with the articulated section of creeping formwork rail 24, it is by adjusting support bar 32 that support platform 31 is lateral with adjust that support bar 32 is connected one
It is drop-down, with reference to shown in Fig. 6, using adjust support bar 32 by support platform 31 with the side that is connected of regulation support bar 32 along Fig. 6
The direction movement of arrow B, until the support platform 31 is horizontal, it is ensured that the support of creeping formwork support body 40 is consolidated, firm safety.
After support platform 31 is horizontal, because when the first sloping core section 12 is constructed, carrier unit 41 is as skewed, now the branch
Frame unit 41 is still skewed, can directly move the formwork knot on support platform 31 without the inclination angle of adjustment carrier unit 41
Structure 51 carries out formwork, coordinates inner side formwork erecting structure 13 to form the casting space of sloping core, then using the operation on carrier unit 41
Platform in casting space casting concrete formed sloping core, circulate it is above-mentioned climb attached wall guide rail the step of, until sloping core has been constructed
Into.
The bracket unit 42 installed in the bottom of support platform 31 can be arranged as required to multiple, example shown in the figure
In, the bottom of support platform 31 is provided with two bracket units 42.Bracket unit 41 includes vertical rod 422 and cross bar 423, vertical rod
Be hinged between 422 and cross bar 423, regulation screw mandrel 421 oblique branch located at two vertical rods 422 perpendicular to the side of Core Walls Structure 10 it
Between, the adjustable length of screw mandrel 421 is adjusted, by the length adjustment of regulation 421, control the angle of inclination of vertical rod 422.Certainly, adjust
Section screw mandrel 421 can also be propped up between two cross bars 423, it is also possible to will regulation screw mandrel branch located at cross bar 423 and vertical rod 422 it
Between, can all realize adjusting the inclination angle of bracket unit 42.Two tops of vertical rod 422 of the bracket unit 42 at top pass through I-steel
Support is connected to the bottom of support platform 31.Bracket unit 42 provides operating space for operating personnel, in creeping formwork, constructor
Member is arrived at bracket unit 42 under needing, and the attached wall guide rail to bottom is checked.
Using adjusting the inclination angle of creeping formwork support body, and reduce the operation platform on creeping formwork support body and sloping core section construction area away from
From convenient construction operation reduces construction safety risk.And creeping formwork support body is when inclining, it can be ensured that operation platform for horizontal,
Stability Analysis of Structures is firm, it is ensured that construction safety.In the climbing formwork for construction of stalk section and sloping core section, climbed still according to conventional method
Attached wall guide rail, although attached wall guide rail is inclined at sloping core, but by adjusting regulation support bar to cause support platform
It is horizontal, the stability of the creeping formwork support body on support platform would not be influenceed, it is ensured that the construction safety of creeping formwork support body.This practicality
New climbing form method, compared to the method for the existing ruggedized construction set up and protrude out, easy construction, operation is simple, that is, utilize
The regulation support bar of setting is horizontal to adjust support platform, can be effectively time-consuming, and then can shorten and apply
The work duration.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some of embodiment details should not be constituted to this practicality
New restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (4)
1. it is a kind of for sloping core construction climbing form system, it is characterised in that including：
Attached wall guide rail, is attached in the first sloping core section on stalk section；
It is connected to the creeping formwork rail on the attached wall guide rail；
The support platform at the top of the creeping formwork rail is layed in, the support platform is hinged with the creeping formwork rail；
Branch is located at the regulation support bar between the support platform and the creeping formwork rail；And
Branch located at the support platform and adjustable inclination creeping formwork support body, the creeping formwork support body by adjust inclination angle with to
The first sloping core section is inclined, and the creeping formwork support body includes being erected on the support list of the adjustable inclination on the support platform
Unit, the corner of the carrier unit has installed regulation push rod to be hinged on the carrier unit.
2. it is as claimed in claim 1 to be used for the climbing form system that sloping core is constructed, it is characterised in that the creeping formwork support body also includes branch
Located at the bracket unit of the support mesa base, the corner of the bracket unit installs to be hinged in the bracket unit
There is regulation screw mandrel.
3. it is as claimed in claim 1 to be used for the climbing form system that sloping core is constructed, it is characterised in that the regulation support bar includes position
Adjusting sleeve pipe and the studdle for being screwed together in the adjusting sleeve pipe two ends, the superposed studdle and institute in middle part
State support platform to be fastenedly connected, the studdle and the creeping formwork rail positioned at bottom are fastenedly connected.
4. it is as claimed in claim 1 to be used for the climbing form system that sloping core is constructed, it is characterised in that the bottom of the attached wall guide rail leads to
Attached wall cushion block is crossed to be connected with stalk section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620525995.8U CN206289964U (en) | 2016-06-02 | 2016-06-02 | For the climbing form system of sloping core construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620525995.8U CN206289964U (en) | 2016-06-02 | 2016-06-02 | For the climbing form system of sloping core construction |
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| Publication Number | Publication Date |
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| CN206289964U true CN206289964U (en) | 2017-06-30 |
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ID=59094029
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| CN201620525995.8U Active CN206289964U (en) | 2016-06-02 | 2016-06-02 | For the climbing form system of sloping core construction |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908966A (en) * | 2016-06-02 | 2016-08-31 | 中国建筑第八工程局有限公司 | Creeping formwork system for oblique wall construction and construction method of creeping formwork system |
| CN108678366A (en) * | 2018-06-13 | 2018-10-19 | 四川省第六建筑有限公司 | From the huge column form frame system of angle |
| CN109707155A (en) * | 2019-01-14 | 2019-05-03 | 深圳市特辰科技股份有限公司 | Guide rail climbs frame body inclination prevention structure, mounting structure and creeping formwork mounting structure |
| CN115324328A (en) * | 2022-08-09 | 2022-11-11 | 中国建筑第四工程局有限公司 | Construction method for moving jacking upright post in high altitude for jacking mould |
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2016
- 2016-06-02 CN CN201620525995.8U patent/CN206289964U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908966A (en) * | 2016-06-02 | 2016-08-31 | 中国建筑第八工程局有限公司 | Creeping formwork system for oblique wall construction and construction method of creeping formwork system |
| CN105908966B (en) * | 2016-06-02 | 2017-12-22 | 中国建筑第八工程局有限公司 | Climbing form system and its construction method for sloping core construction |
| CN108678366A (en) * | 2018-06-13 | 2018-10-19 | 四川省第六建筑有限公司 | From the huge column form frame system of angle |
| CN108678366B (en) * | 2018-06-13 | 2024-02-09 | 华西工程科技(深圳)股份有限公司 | Self-angle-changing large column formwork system |
| CN109707155A (en) * | 2019-01-14 | 2019-05-03 | 深圳市特辰科技股份有限公司 | Guide rail climbs frame body inclination prevention structure, mounting structure and creeping formwork mounting structure |
| CN109707155B (en) * | 2019-01-14 | 2021-08-17 | 深圳市特辰科技股份有限公司 | Anti-tilt structure of guide rail climbing frame body, mounting structure and creeping formwork mounting structure |
| CN115324328A (en) * | 2022-08-09 | 2022-11-11 | 中国建筑第四工程局有限公司 | Construction method for moving jacking upright post in high altitude for jacking mould |
| CN115324328B (en) * | 2022-08-09 | 2023-12-08 | 中国建筑第四工程局有限公司 | Construction method for moving jacking upright column in high air aiming at top die |
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Effective date of registration: 20190121 Address after: 200122 Pudong New Area, Shanghai, China (Shanghai) free trade trial area 1568 Century Avenue 27 Co-patentee after: China Huashi Enterprises Co., Ltd. Patentee after: China Construction Eighth Engineering Division Co., Ltd. Co-patentee after: Sichuan No.6 Construction Co., Ltd. Address before: 27th Floor, 1568 Century Avenue, China (Shanghai) Free Trade Pilot Area, Pudong New Area, Shanghai, 2013 Patentee before: China Construction Eighth Engineering Division Co., Ltd. |