CN207499419U - For the monolithic climbing form system of huge column construction - Google Patents
For the monolithic climbing form system of huge column construction Download PDFInfo
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- CN207499419U CN207499419U CN201721407261.0U CN201721407261U CN207499419U CN 207499419 U CN207499419 U CN 207499419U CN 201721407261 U CN201721407261 U CN 201721407261U CN 207499419 U CN207499419 U CN 207499419U
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- frame body
- monolithic
- load
- form system
- bearing frame
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- 230000009194 climbing Effects 0.000 title claims abstract description 57
- 238000010276 construction Methods 0.000 title claims abstract description 51
- 238000000338 in vitro Methods 0.000 claims abstract description 4
- 230000001105 regulatory effect Effects 0.000 claims description 17
- 238000009416 shuttering Methods 0.000 claims description 14
- 239000000203 mixture Substances 0.000 claims description 2
- 238000009415 formwork Methods 0.000 abstract description 12
- 239000000463 material Substances 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
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Abstract
The utility model is related to it is a kind of for huge column construction monolithic climbing form system, including：Load-bearing frame body, top is formed with support platform, side is equipped with and the support platform multiple Anchored Bars connected vertically, the Anchored Bar and the adjoining setting of concrete column, Anchored Bar positioned at middle part is connected with concrete column attachment, Anchored Bar positioned at side adheres to corresponding concrete floor to be connected, so as to which the bearing frame is hung in vitro on the concrete column；The lower hanger body being fixedly arranged on the load-bearing frame body, the bottom of the lower hanger body are equipped with walkway board；And branch is set on the operation frame body on the load-bearing frame body, the operation frame body is equipped with operating platform.The monolithic creeping formwork frame body of the utility model has higher structural strength, and safety coefficient is high, and climb operation is simply flexible, saves material and lease funds.
Description
Technical field
The utility model is related to the realm of building construction, refer in particular to a kind of monolithic climbing form system for the construction of huge column.
Background technology
High-rise building is increased, and each city highest building is constantly refreshed, due to Core Walls Structure shear wall-huge column knot
Structure anti-seismic performance is good, using more and more extensive in super high rise structure.
The hydraulic climbing formwork volume of construction of super highrise building is big, and seat in the plane is more, need to cover whole shear wall cross sections.It if should
Common hydraulic climbing formwork is used for the construction of concrete column, and cost is higher, and only has concrete floor for the both sides of concrete column
And during without shear wall structure, the hydraulic climbing formwork of the large size there are problems that not adhering to again, if being only affixed to concrete column
On, the strength and stability for leading to structure is poor, it influences safe to use.
Utility model content
The purpose of the utility model is to overcome the defects of the prior art, provide a kind of monolithic creeping formwork for the construction of huge column
System, large hydraulic creeping formwork use cost is high in the prior art and can not be attached when concrete column side is without shear wall structure for solution
It and being just connected on concrete column leads to structural stability difference and influence the problem of safe to use.
Realizing the technical solution of above-mentioned purpose is：
The utility model provides a kind of monolithic climbing form system for the construction of huge column, including：
Load-bearing frame body, top are formed with support platform, and side is equipped with and the support platform multiple attachments connected vertically
Bar, the Anchored Bar and the adjoining setting of concrete column, Anchored Bar and concrete column attachment positioned at middle part connect, positioned at side
Anchored Bar and the attachment of corresponding concrete floor connect, so that the bearing frame is hung in vitro on the concrete column；
The lower hanger body being fixedly arranged on the load-bearing frame body, the bottom of the lower hanger body are equipped with walkway board；And
Branch is set on the operation frame body on the load-bearing frame body, and the operation frame body is equipped with operating platform.
The utility model forms monolithic climbing form system using load-bearing frame body, lower hanger body and operation frame body assembly, using holding
Weight frame body is attached to concrete column and concrete floor and provides support for entire monolithic climbing form system so that monolithic creeping formwork frame body has
There is higher structural strength, safety coefficient is high, and climb operation is simply flexible, saves material and lease funds.The utility model
Monolithic creeping formwork frame body solve construction on the outside of the big section concrete column of Super High outline border, without operating platform, common outer climbing frame climb
It is dumb, the problem of climb operation is cumbersome.
The utility model for huge column construction it is monolithic climbing form system further improvement lies in that, the bottom of the Anchored Bar
Equipped with the limit assembly for being resisted against the concrete column outer surface, the adjustable in length of the limit assembly, by described in adjusting
The length of limit assembly adjusts and limits the spacing between the load-bearing frame body and the concrete column.
The utility model for huge column construction it is monolithic climbing form system further improvement lies in that, the limit assembly includes
Anchored Bar bottom mounting base is fixedly arranged on, is fixedly arranged in the mounting base and vertically disposed with the Anchored Bar first is adjusted
Part, the second regulating part being screwed together with first regulating part and the directive wheel for being fixedly arranged on the second regulating part end,
By adjusting the relative position of second regulating part and first regulating part so that the directive wheel is resisted against described mix
The outer surface of solidifying earth pillar.
The utility model for huge column construction it is monolithic climbing form system further improvement lies in that, set on the support platform
There are the sliding rail perpendicular with the Anchored Bar, the support for shuttering being slidedly arranged on the sliding rail and be fixedly arranged on the support platform simultaneously
The driving cylinder being connect with the support for shuttering drives the support for shuttering to be moved along the sliding rail by the driving cylinder.
The utility model for huge column construction it is monolithic climbing form system further improvement lies in that, the load-bearing frame body also wraps
Include multiple hounds that skewed horizontal load is connected between the Anchored Bar and the support mesa base.
The utility model for huge column construction it is monolithic climbing form system further improvement lies in that, the top of the Anchored Bar
Attached wall part is installed with, the attached wall part is corresponded on the concrete column and the concrete floor equipped with wall-attaching base, by described
Attached wall part, which hooks, to be set in corresponding wall-attaching base so that the Anchored Bar is connected to the corresponding concrete column and the concrete
Floor.
The utility model for huge column construction it is monolithic climbing form system further improvement lies in that, further include and the load-bearing
The lifting rail that frame body is fixedly connected with the lower hanger body, the lifting rail are attached to the corresponding concrete column and institute
It states on concrete floor.
The utility model for huge column construction it is monolithic climbing form system further improvement lies in that, further include and climb with described
The hydraulic cylinder that guide rail is drivingly connected by lifting rail described in the hydraulic cylinder jacking is climbed and is held and then described in drive upwards
Weight frame body, the lower hanger body and the operation frame body climb together.
The utility model for the monolithic climbing form system of huge column construction further improvement lies in that, further include hang on it is described
Lower hanger body and the protection network in the crosshead external week.
Description of the drawings
Fig. 1 is the side sectional view that the utility model connect for the monolithic climbing form system of huge column construction with concrete column.
Fig. 2 is for the utility model for the load-bearing frame body in the monolithic climbing form system of huge column construction in the structure of installation on ground
Schematic diagram.
Fig. 3 is that the utility model connect for load-bearing frame body in the monolithic climbing form system of huge column construction with lower hanger body assembly
Structure diagram.
Fig. 4 is attached to mixed for the utility model for load-bearing frame body in the monolithic climbing form system of huge column construction with lower hanger body
The structure diagram of solidifying earth pillar.
Fig. 5 is to install branch on support platform of the utility model for load-bearing frame body in the monolithic climbing form system of huge column construction
The structure diagram of mould bases.
Fig. 6 is the side, sectional that the utility model connect for the monolithic climbing form system of huge column construction with concrete floor
Figure.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
Refering to Fig. 1, the utility model provides a kind of monolithic climbing form system for the construction of huge column, for Super High outline border
The construction of big section concrete column as high-rise building concrete column lateral surface from construction platform of climbing, accelerates construction progress,
Ensure construction safety.Solve be commonly used for high-rise building hydraulic climbing formwork volume it is big, seat in the plane is more, covers whole shear walls
Section, it is with high costs the problem of.The area of frame body is greatly reduced in the monolithic climbing form system of the utility model, need to only cover completely
The side construction area of huge column is covered, solves and constructs on the outside of the big section concrete column of Super High outline border without operating platform, and
Common outer climbing frame climb it is dumb, it is cumbersome the problem of.The monolithic climbing form system of the utility model sets bearing frame at middle part
Body strengthens the structural strength of monolithic climbing form system and stability, hung in vitro by bearing frame on concrete column and floor so as to
The outside of concrete column will be hung over outside entire monolithic climbing form system so that the monolithic climbing form system of the utility model has higher
Safety coefficient, climb operation are simply flexible.The monolithic climbing form system of huge column construction is used for the utility model below in conjunction with the accompanying drawings
Structure illustrate.
Refering to Fig. 1, it is shown that the side that the utility model connect for the monolithic climbing form system of huge column construction with concrete column
Face sectional view.With reference to Fig. 1, the monolithic climbing form system provided by the utility model for the construction of huge column is illustrated.
As shown in Figure 1, a kind of monolithic climbing form system 20 for the construction of huge column provided by the utility model includes bearing frame
Body 21, lower hanger body 22 and operation frame body 23, with reference to shown in Fig. 2, the top of load-bearing frame body 21 therein is formed with support and puts down
Platform 211, side be equipped with the multiple Anchored Bars 212 connected vertically of support platform 211, Anchored Bar 212 is adjacent with concrete column 11
Nearly setting, Anchored Bar 212 and the attachment of concrete column 11 positioned at middle part connect, with reference to shown in Fig. 6, the Anchored Bar positioned at side
212 adhere to connection with corresponding concrete floor 12, so as to be hung on concrete column 11 outside load-bearing frame body 21.By load-bearing frame body 21
It is not only attached on concrete column 11, is also attached on the concrete floor 12 of 11 both sides of concrete column yet, so that
Load-bearing frame body 21 has higher adhesive strength, can be that monolithic climbing form system 20 provides attachment support well, it is ensured that construction
Safety.Lower hanger body 22 is installed on load-bearing frame body 21, and the bottom of the lower hanger body 21 is equipped with walkway board 221, is walked by setting
Guidance tape 221 is walked for construction personnel.Operation frame body 23 is located on bearing frame body 21, and operation frame body 23 is equipped with operating platform
231, which has multilayer, for the template construction, reinforcement construction and concrete pouring construction for concrete column 11
Work surface is provided.
The utility model forms monolithic climbing form system using load-bearing frame body, lower hanger body and operation frame body assembly, using holding
Weight frame body is attached to concrete column and concrete floor and provides support for entire monolithic climbing form system so that monolithic creeping formwork frame body has
There is higher structural strength, safety coefficient is high, and climb operation is simply flexible, saves material and lease funds.The utility model
Monolithic creeping formwork frame body solve construction on the outside of the big section concrete column of Super High outline border, without operating platform, common outer climbing frame climb
It is dumb, the problem of climb operation is cumbersome.
As a better embodiment of the utility model, as depicted in figs. 1 and 2, the Anchored Bar 212 of load-bearing frame body 21
Bottom is equipped with the limit assembly 215 for being resisted against 11 outer surface of concrete column, and the adjustable in length of the limit assembly 215 passes through tune
The length of limit assembly 215 is saved to adjust and limit the spacing between load-bearing frame body 21 and concrete column 11.Utilize the limiting of setting
Component 215 limits the spacing between load-bearing frame body 21 and concrete column 11.
Further, which includes being fixedly arranged on Anchored Bar bottom mounting base 2151, being fixedly arranged on mounting base 2151
The second regulating part that is upper and being screwed together with 212 vertically disposed first regulating part 2152 of Anchored Bar, with the first regulating part 2152
2153 and the directive wheel 2154 of 2153 end of the second regulating part is fixedly arranged on, passes through and adjust the second regulating part 2153 and the first adjusting
The relative position of part 2152 is so that directive wheel 2154 is resisted against the outer surface of concrete column 11.Directive wheel 2154 can also be along mixed
The surface of solidifying earth pillar 11 is rolled, and monolithic climbing form system 20 can successfully climb along the surface of concrete column 11.
Preferably, the first regulating part 2152 is frame structure, screw shell is installed in frame structure, the second regulating part 2153 is spiral shell
Bar, which stretches into frame structure and is screwed together with screw shell, by rotating the screw rod so that screw rod is stretched into or stretched
Go out frame structure, so as to have adjusted the length of limit assembly 215.Directive wheel 2154 is installed in the end of screw rod, the directive wheel
2154 preferably universal wheel, the rotations that can meet screw rod are adjusted.
As another better embodiment of the utility model, as shown in figure 5, being equipped with and attachment on support platform 211
The perpendicular sliding rail 24 of bar 212, the support for shuttering 25 being slidedly arranged on sliding rail 24 and be fixedly arranged on support platform 211 and and support for shuttering
The driving cylinder 26 of 25 connections, by driving cylinder 26 that support for shuttering 25 is driven to be moved along sliding rail 24.Support for shuttering 25 is triangle
Frame body, the side on the frame body close to concrete column 11 are provided with vertical supporting back cord, with reference to shown in Fig. 1, pass through the support
Back cord connects the template 112 of concrete column 11, and the bottom bar of support for shuttering 25 is slidably installed in sliding rail 24, by driving cylinder 26
Driving so that support for shuttering 25 is moved towards close to the movement of the direction of concrete column 11 or away from the direction of concrete column 11,
To realize the branch modulo operation of template 112 or move back modulo operation.By set sliding rail 24 and driving cylinder 26 so that the formwork of template and
Move back the more laborsaving convenience of modulo operation.
As the another better embodiment of the utility model, as shown in Fig. 2, including skewed horizontal load on load-bearing frame body 21
The multiple hounds 213 being connected between 211 bottom of Anchored Bar 212 and support platform, so as to improve the knot of load-bearing frame body 21
Structure stability.With reference to shown in Fig. 1, the end of the hound 213 is installed in the end of Anchored Bar 212 in mounting base 2151,
So that a corner of load-bearing frame body 21 is resisted against by limit assembly 215 on concrete column 11, the fastness of structure and steady is improved
It is qualitative.Preferably, load-bearing frame body 21 is triangular support body, support platform 211 include it is multiple with Anchored Bar 212 is connected vertically holds
The end of pressure pin 2111, the oblique bottom for being connected to Anchored Bar 212 of hound 213 and support bar 2111, so as to by support bar
2111st, hound 213 and the connection of Anchored Bar 212 form A-frame, which is preferably three, and sets at equal intervals
It puts, is linked together between three A-frames by multiple connecting rods, form stable load-bearing frame body 21.
Further, attached wall part 214 is installed on the top of Anchored Bar 212, and accordingly, with reference to shown in Fig. 4 and Fig. 6,
Attached wall part 214 is corresponded on concrete column 11 and concrete floor 12 equipped with wall-attaching base 111,121, by the way that attached wall part 214 is hooked
Set on corresponding wall-attaching base 111,121 so that Anchored Bar 212 is connected to corresponding concrete column 11 and concrete floor 12.
As another better embodiment of the utility model, as shown in figures 1 to 6, monolithic climbing form system 20 further includes
The lifting rail 27 being fixedly connected with load-bearing frame body 21 and lower hanger body 22, lifting rail 27 are attached to corresponding concrete column 11
On concrete floor 12.
Further, the hydraulic cylinder 28 being drivingly connected with lifting rail 27 is further included, is jacked by hydraulic cylinder 28
Lifting rail 27 climbs and then load-bearing frame body 21, lower hanger body 22 and operation frame body 23 is driven to climb together upwards.It realizes
The automatic climbing function of monolithic climbing form system 20.
As another better embodiment of the utility model, lower hanger body 22 and behaviour are hung on as shown in Figure 1, further including
Make the protection network 29 of 21 periphery of frame body.It is played a protective role by protection network 29.
The work progress of the monolithic climbing form system 20 of the utility model is illustrated below.
First as shown in Fig. 2, forming load-bearing frame body 21 in assembled on ground, the Anchored Bar 212 of the load-bearing frame body 21 it is upper
Portion is equipped with attached wall part 214, and lower part is provided with limit assembly 215；Then as shown in figure 3, on load-bearing frame body 21 connect under hanger
Lower hanger body 22 is fixedly connected by body 22 with load-bearing frame body 21；With reference to as shown in figure 4, load-bearing frame body 21 is passed through attached wall part 214
The outside of concrete column 11 is hung on, which sets with the hook of wall-attaching base 111 on concrete column 11 and connect, with reference to Fig. 6 institutes
Show, be installed with attaching structure 122 by embracing girder construction on floor 12, which is formed with suspension in the end side of floor
It holds, wall-attaching base 121 is installed at suspended end, the Anchored Bar 212 that side is located on load-bearing frame body 21 is located at by the hook of attached wall part 214
So as to which load-bearing frame body 21 is hung on concrete floor 12 in wall-attaching base 121, concrete floor 12 and concrete column 11 are utilized
To support load-bearing frame body 21 together so that entire monolithic climbing form system 20 has higher stability.Then as shown in figure 5,
Sliding rail 24, support for shuttering 25 and driving cylinder 26 on the support platform 211 of load-bearing frame body 21 are set, are laid on lower hanger body 22
Walkway board 221, the walkway board 221 provide walking passageway for construction personnel, are applied by the walkway board 221 and lower hanger body 22
Worker person can be entered on support platform 211；Protection network 29 is hung in the periphery of lower hanger body 22；It then as shown in Figure 1, will
Template 112 is connected on support for shuttering 25, and operation frame body 23 is fixedly connected on support platform 211, is carried using frame body 23 is operated
The operation of the structure of the construction concrete column 11 of operating platform 231 of confession, assembling reinforcement, supporting module and casting concrete etc.,
End close to concrete column 11 on operating platform 231 is equipped with baffle 232, plays certain protection by baffle 232 and makees
With, operation frame body 23 periphery hang protection network 29.
The utility model is described in detail above in association with attached drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to above description.Thus, certain details in embodiment should not be formed to this practicality
Novel restriction, the utility model will be using the ranges that the appended claims define as the scope of protection of the utility model.
Claims (9)
1. a kind of monolithic climbing form system for the construction of huge column, which is characterized in that including：
Load-bearing frame body, top are formed with support platform, and side is equipped with and the support platform multiple Anchored Bars connected vertically, institute
Anchored Bar and the adjoining setting of concrete column are stated, Anchored Bar and the concrete column attachment positioned at middle part connect, positioned at the attached of side
It bar and adheres to connection with corresponding concrete floor, so as to which the bearing frame is hung in vitro on the concrete column；
The lower hanger body being fixedly arranged on the load-bearing frame body, the bottom of the lower hanger body are equipped with walkway board；And
Branch is set on the operation frame body on the load-bearing frame body, and the operation frame body is equipped with operating platform.
2. as described in claim 1 for the monolithic climbing form system of huge column construction, which is characterized in that the bottom of the Anchored Bar
Equipped with the limit assembly for being resisted against the concrete column outer surface, the adjustable in length of the limit assembly, by described in adjusting
The length of limit assembly adjusts and limits the spacing between the load-bearing frame body and the concrete column.
3. as claimed in claim 2 for the monolithic climbing form system of huge column construction, which is characterized in that the limit assembly includes
Anchored Bar bottom mounting base is fixedly arranged on, is fixedly arranged in the mounting base and vertically disposed with the Anchored Bar first is adjusted
Part, the second regulating part being screwed together with first regulating part and the directive wheel for being fixedly arranged on the second regulating part end,
By adjusting the relative position of second regulating part and first regulating part so that the directive wheel is resisted against described mix
The outer surface of solidifying earth pillar.
4. as described in claim 1 for the monolithic climbing form system of huge column construction, which is characterized in that set on the support platform
There are the sliding rail perpendicular with the Anchored Bar, the support for shuttering being slidedly arranged on the sliding rail and be fixedly arranged on the support platform simultaneously
The driving cylinder being connect with the support for shuttering drives the support for shuttering to be moved along the sliding rail by the driving cylinder.
5. as described in claim 1 for the monolithic climbing form system of huge column construction, which is characterized in that the load-bearing frame body also wraps
Include multiple hounds that skewed horizontal load is connected between the Anchored Bar and the support mesa base.
6. as described in claim 1 for the monolithic climbing form system of huge column construction, which is characterized in that the top of the Anchored Bar
Attached wall part is installed with, the attached wall part is corresponded on the concrete column and the concrete floor equipped with wall-attaching base, by described
Attached wall part, which hooks, to be set in corresponding wall-attaching base so that the Anchored Bar is connected to the corresponding concrete column and the concrete
Floor.
7. as described in claim 1 for the monolithic climbing form system of huge column construction, which is characterized in that further include and the load-bearing
The lifting rail that frame body is fixedly connected with the lower hanger body, the lifting rail are attached to the corresponding concrete column and institute
It states on concrete floor.
8. as claimed in claim 7 for the monolithic climbing form system of huge column construction, which is characterized in that further include and climb with described
The hydraulic cylinder that guide rail is drivingly connected by lifting rail described in the hydraulic cylinder jacking is climbed and is held and then described in drive upwards
Weight frame body, the lower hanger body and the operation frame body climb together.
9. as described in claim 1 for the monolithic climbing form system of huge column construction, which is characterized in that further include described in hanging on
Lower hanger body and the protection network in the crosshead external week.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721407261.0U CN207499419U (en) | 2017-10-27 | 2017-10-27 | For the monolithic climbing form system of huge column construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721407261.0U CN207499419U (en) | 2017-10-27 | 2017-10-27 | For the monolithic climbing form system of huge column construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207499419U true CN207499419U (en) | 2018-06-15 |
Family
ID=62502406
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721407261.0U Expired - Fee Related CN207499419U (en) | 2017-10-27 | 2017-10-27 | For the monolithic climbing form system of huge column construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207499419U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356379A (en) * | 2018-11-21 | 2019-02-19 | 北京市建筑工程研究院有限责任公司 | A kind of rail brackets of jumping formwork |
-
2017
- 2017-10-27 CN CN201721407261.0U patent/CN207499419U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109356379A (en) * | 2018-11-21 | 2019-02-19 | 北京市建筑工程研究院有限责任公司 | A kind of rail brackets of jumping formwork |
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| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
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| CF01 | Termination of patent right due to non-payment of annual fee |