CN108590171A - A kind of pre-splicing separate type of steel and wood composite is from the frame body template construction method that climbs - Google Patents
A kind of pre-splicing separate type of steel and wood composite is from the frame body template construction method that climbs Download PDFInfo
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- CN108590171A CN108590171A CN201810083395.4A CN201810083395A CN108590171A CN 108590171 A CN108590171 A CN 108590171A CN 201810083395 A CN201810083395 A CN 201810083395A CN 108590171 A CN108590171 A CN 108590171A
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- climbing
- frame body
- template
- installation
- load
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Classifications
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- 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
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of pre-splicing separate types of steel and wood composite from climbing frame body template construction method, it is characterised in that：The method of climbing of installation method and climbing support including climbing support；Hydraulic climbing frame can integrally climb in the present invention, also can list Pin climb, stability of climbing is good；It is easy to operate, it is safe, a large amount of working hours and material can be saved；Climbing support once after assembling, until top is not landed, saves construction site, and reduce the damage of damaging of template, particularly panel；Comprehensive operating platform is provided, unit in charge of construction is not necessarily to set up operating platform and waste material and labour again；Structure construction error is small, and correction is simple, and construction error can be eliminated successively；Climbing speed is fast, can improve engineering construction speed；For template from climbing, it is secondary to substantially reduce hanging for tower crane for original place cleaning；Change the pawl direction of Commutating box, realizes the power and energy for promoting climbing frame or guide rail；When often climbing a terraced shelves, oil cylinder is voluntarily adjusted, and ensures while the frame body to climb synchronizes.
Description
Technical field
The present invention relates to building engineering fields more particularly to a kind of pre-splicing separate type of steel and wood composite to be applied from frame body template of climbing
Work method.
Background technology
High building steel reinforced concrete combination frame -- concrete core barrel structure system is the main of modernization high-rise building
Structure type, using hydraulic pressure from the frame body template construction that climbs be ensure high building Core Walls Structure speed of application and quality best method it
One, it is used by more and more units in charge of construction.
For high-rise, Super High full-situ shear wall structure cylinder, elevator shaft, industry and the vertical cylinder of municipal structures
Construction need using a kind of efficient hydraulic pressure from climbing support.
Invention content
The technical problem to be solved in the present invention is to provide a kind of pre-splicing separate types of steel and wood composite from climbing frame body template construction
Method, it is complicated from the frame body template frame that climbs to solve general hydraulic pressure, the slow problem of climbing speed.
In order to solve the above technical problems, the technical scheme is that：A kind of pre-splicing separate type of steel and wood composite is from climbing support
Body template construction method, innovative point are：Installation method and climbing support including climbing support climb method specific method such as
Under：
The installation method of climbing support：
S1：Installation of embedded parts：It before concrete placings, climbs cone and is fixed on panel by stressed bolt, when concrete pours, climb to bore to be located at and pour
It builds in region and connects attached wall plate in the other end for climbing cone；Double embedded part hanging seats are mounted on attached wall plate；Attached wall plate and double embedded part hanging seats
It is respectively positioned on outside concrete placings region；
S2：Load-bearing tripod is installed：Load-bearing tripod hanger lifting by way of by tripod crossbeam gib head with it is pre-buried
Double embedded part hanging seats of part mount；And it is horizontally disposed with main landing beam in the upper surface of load-bearing tripod；
S3：Main landing slab and rear moving device are installed：It is horizontally mounted main landing slab on main platform and installation can on main landing slab
The rear moving device moved in the horizontal direction；
S4：Truss is moved after installation and safeguards steel pipe：Several rear shifting truss vertically stacked are installed on main landing slab, and
Steel pipe is safeguarded in setting on the side far from metope on rear shifting truss；After being laid on rear shifting truss again after installation maintenance steel pipe
Move truss platform plate；
S5：Installation form：Plank sheathing is installed between rear steel moving truss and wall concrete placings region；The end of plank sheathing is moved with rear
One end of device is connected；
S6：The installation of hydraulic control system：
S6.1：L-shaped hydraulic control platform hanger, hydraulic control platform and load-bearing tripod structure are installed on load-bearing tripod
Rectangular structure；
S6.2：Hydraulic control platform guardrail is installed in the lower section of hydraulic control platform hanger and is laid with control platform plate：Hydraulic pressure control
Platform guardrail processed is connected with hydraulic control platform hanger；
S6.3：A pair of of Commutating box is respectively set at hydraulic cylinder both ends, and upper end Commutating box is connected to the crossbeam hook of load-bearing tripod
Head；
S7：The installation of lifting rail：Lifting rail is vertically between double embedded part hanging seats, and lifting rail and hydraulic control
Another commutation capsule of system.
The method of climbing of climbing support：
S1：It pours and is moved after completing template：After completing concrete placings, template is moved afterwards in the horizontal direction by the driving of rear moving device；And
Double embedded part hanging seats are installed on attached wall plate；
S2：Guide rail is promoted：The Commutating box of the hydraulic cylinder other end coordinates climbing upwards for driving lifting rail with lifting rail, simultaneously
Adjusting the support of the attached wall on load-bearing tripod keeps frame body integral inclined；
S3：Frame body is promoted：After guide rail is promoted in place, hangs liter frame body in place and adjust frame body level；
S4：Template moves forward and pours：Template from rear moving device drives edge dampening square to Forward and casting concrete；Repeat S1-
The step of S4.
Further, attached wall support is adjusted again when the guide rail is less than 5cm when climbing close to the double embedded part hanging seats of last layer.
Further, it is 5 ° to 7 ° that the attached wall support, which adjusts frame body hypsokinesis,.
The advantage of the invention is that：
1）Hydraulic climbing frame can integrally climb in the present invention, also can list Pin climb, stability of climbing is good；It is easy to operate, safety
Height can save a large amount of working hours and material；Climbing support once after assembling, until top is not landed, saves construction site, and subtract
The damage of damaging of template, particularly panel is lacked；Hydraulic climbing process is more steady, synchronous, safe.
2）Comprehensive operating platform is provided in the present invention, unit in charge of construction is not necessarily to set up operating platform and waste material again
Material and labour；Structure construction error is small, and correction is simple, and construction error can be eliminated successively；Climbing speed is fast, can improve engineering
Speed of application；For template from climbing, it is secondary to substantially reduce hanging for tower crane for original place cleaning；Commutating box is progress power biography between climbing frame and guide rail
The important component passed changes the pawl direction of Commutating box, realizes the power and energy for promoting climbing frame or guide rail；Often climbing a terraced shelves
When, oil cylinder is voluntarily adjusted, and ensures while the frame body to climb synchronizes.
Description of the drawings
The present invention will be further described in detail below with reference to the accompanying drawings and specific embodiments.
Fig. 1 to Fig. 5 is that a kind of pre-splicing formula of steel wood of the present invention detaches hydraulic pressure and climbs flow from climbing support.
Specific implementation mode
The following examples can make professional and technical personnel that the present invention be more fully understood, but therefore not send out this
It is bright to be limited among the embodiment described range.
If figure is to a kind of 1 pre-splicing separate type of steel and wood composite shown in fig. 5 from the frame body template construction method that climbs, including climb
The specific method is as follows for the installation method of frame and the method for climbing of climbing support：
The installation method of climbing support：
S1：Installation of embedded parts：It before concrete placings, climbs cone and is fixed on panel by stressed bolt, when concrete pours, climb to bore to be located at and pour
It builds in region and connects attached wall plate in the other end for climbing cone；Double embedded part hanging seats are mounted on attached wall plate；Attached wall plate and double embedded part hanging seats
Concrete is respectively positioned on to pour outside region；
S2：Load-bearing tripod is installed：Load-bearing tripod hanger lifting by way of by tripod crossbeam gib head with it is pre-buried
Double embedded part hanging seats of part mount；And it is horizontally disposed with main landing beam in the upper surface of load-bearing tripod；
S3：Main landing slab and rear moving device are installed：It is horizontally mounted main landing slab on main platform and installation can on main landing slab
The rear moving device moved in the horizontal direction；
S4：Truss is moved after installation and safeguards steel pipe：Several rear shifting truss 3 vertically stacked are installed on main landing slab,
And steel pipe is safeguarded in setting on the side far from metope on rear shifting truss 3；Again on rear shifting truss upper berth after installation maintenance steel pipe
If moving truss platform plate afterwards；
S5：Installation form 1：Plank sheathing is installed between rear shifting truss and wall concrete placings region；The end of plank sheathing is moved with rear
One end of device is connected；
S6：The installation of hydraulic control system 2：
S6.1 installs L-shaped hydraulic control platform hanger, hydraulic control platform and load-bearing tripod structure on load-bearing tripod
Rectangular structure；
S6.2：Hydraulic control platform guardrail is installed in the lower section of hydraulic control platform hanger and is laid with control platform plate：Hydraulic pressure control
Platform guardrail processed is connected with hydraulic control platform hanger；
S6.3：A pair of of Commutating box is respectively set at hydraulic cylinder both ends, and upper end Commutating box is connected to the crossbeam hook of load-bearing tripod
Head；
S7：The installation of lifting rail：Lifting rail is vertically between double embedded part hanging seats, and lifting rail and hydraulic control
Another commutation capsule of system.
The method of climbing of climbing support：
S1：It pours and is moved after completing template：After completing concrete placings, template is moved afterwards in the horizontal direction by the driving of rear moving device；And
Double embedded part hanging seats are installed on attached wall plate；
S2：Guide rail is promoted：The Commutating box of the hydraulic cylinder other end coordinates climbing upwards for driving lifting rail with lifting rail, simultaneously
Adjusting the support of the attached wall on load-bearing tripod keeps frame body integral inclined；
S3：Frame body is promoted：After guide rail is promoted in place, hangs liter frame body in place and adjust frame body level；
S4：Template moves forward and pours：Template from rear moving device drives edge dampening square to Forward and casting concrete；Repeat S1-
The step of S4.
Guide rail adjusts attached wall support again when being less than 5cm close to the double embedded part hanging seats of last layer when climbing.
It is 5 ° to 7 ° that attached wall support, which adjusts frame body hypsokinesis,.
It should be understood by those skilled in the art that the present invention is not limited to the above embodiments, above-described embodiment and explanation
Merely illustrating the principles of the invention described in book, without departing from the spirit and scope of the present invention, the present invention also has
Various changes and modifications, these changes and improvements all fall within the protetion scope of the claimed invention.The claimed scope of the invention
It is defined by the appending claims and its equivalent thereof.
Claims (3)
- The frame body template construction method 1. a kind of pre-splicing separate type of steel and wood composite is climbed certainly, it is characterised in that：Peace including climbing support The specific method is as follows for dress method and the method for climbing of climbing support：The installation method of climbing support：S1：Installation of embedded parts：It before concrete placings, climbs cone and is fixed on panel by stressed bolt, when concrete pours, climb to bore to be located at and pour It builds in region and connects attached wall plate in the other end for climbing cone；Double embedded part hanging seats are mounted on attached wall plate；Attached wall plate and double embedded part hanging seats It is respectively positioned on outside concrete placings region；S2：Load-bearing tripod is installed：Load-bearing tripod hanger lifting by way of by tripod crossbeam gib head with it is pre-buried Double embedded part hanging seats of part mount；And it is horizontally disposed with main landing beam in the upper surface of load-bearing tripod；S3：Main landing slab and rear moving device are installed：It is horizontally mounted main landing slab on main platform and installation can on main landing slab The rear moving device moved in the horizontal direction；S4：Truss is moved after installation and safeguards steel pipe：Several rear shifting truss vertically stacked are installed on main landing slab, and Steel pipe is safeguarded in setting on the side far from metope on rear shifting truss；After being laid on rear shifting truss again after installation maintenance steel pipe Move truss platform plate；S5：Installation form：Plank sheathing is installed between rear steel moving truss and wall concrete pour region；The end of plank sheathing is filled with rear move The one end set is connected；S6：The installation of hydraulic control system：S6.1 installs L-shaped hydraulic control platform hanger, hydraulic control platform and load-bearing tripod structure on load-bearing tripod Rectangular structure；S6.2：Hydraulic control platform guardrail is installed in the lower section of hydraulic control platform hanger and is laid with control platform plate：Hydraulic pressure control Platform guardrail processed is connected with hydraulic control platform hanger；S6.3：A pair of of Commutating box is respectively set at hydraulic cylinder both ends, and upper end Commutating box is connected to the crossbeam hook of load-bearing tripod Head；S7：The installation of lifting rail：Lifting rail is vertically between double embedded part hanging seats, and lifting rail and hydraulic control Another commutation capsule of system；The method of climbing of climbing support：S1：It pours and is moved after completing template：After completing concrete placings, template is moved afterwards in the horizontal direction by the driving of rear moving device；And Double embedded part hanging seats are installed on attached wall plate；S2：Guide rail is promoted：The Commutating box of the hydraulic cylinder other end coordinates climbing upwards for driving lifting rail with lifting rail, simultaneously Adjusting the support of the attached wall on load-bearing tripod keeps frame body integral inclined；S3：Frame body is promoted：After guide rail is promoted in place, hangs liter frame body in place and adjust frame body level；S4：Template moves forward and pours：Template is from rear moving device drives edge dampening square to Forward fixation and casting concrete； The step of repeating S1-S4.
- The frame body template construction method 2. the pre-splicing separate type of a kind of steel and wood composite according to claim 1 is climbed certainly, feature It is：The guide rail adjusts attached wall support again when being less than 5cm close to the double embedded part hanging seats of last layer when climbing.
- The frame body template construction method 3. the pre-splicing separate type of a kind of steel and wood composite according to claim 1 is climbed certainly, feature It is：It is 5 ° to 7 ° that the attached wall support, which adjusts frame body hypsokinesis,.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810083395.4A CN108590171A (en) | 2018-01-29 | 2018-01-29 | A kind of pre-splicing separate type of steel and wood composite is from the frame body template construction method that climbs |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810083395.4A CN108590171A (en) | 2018-01-29 | 2018-01-29 | A kind of pre-splicing separate type of steel and wood composite is from the frame body template construction method that climbs |
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| Publication Number | Publication Date |
|---|---|
| CN108590171A true CN108590171A (en) | 2018-09-28 |
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ID=63608373
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810083395.4A Pending CN108590171A (en) | 2018-01-29 | 2018-01-29 | A kind of pre-splicing separate type of steel and wood composite is from the frame body template construction method that climbs |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109721010A (en) * | 2019-01-23 | 2019-05-07 | 深圳市特辰科技股份有限公司 | A kind of hook type linkage mechanism |
| US20220307276A1 (en) * | 2016-04-08 | 2022-09-29 | Peri Se | Self-climbing system, self-climbing unit and method for moving such a self-climbing unit on a concrete building structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2908673Y (en) * | 2006-06-29 | 2007-06-06 | 北京卓良模板有限公司 | Building shuttering |
| CN202023360U (en) * | 2011-04-15 | 2011-11-02 | 江苏中原建设集团有限公司 | Hydraulic climbing die plate for building construction |
| CN202850484U (en) * | 2012-05-02 | 2013-04-03 | 江苏长安建设集团有限公司 | Safety mechanism for building construction climbing template |
| CN105401717A (en) * | 2015-12-14 | 2016-03-16 | 中交一公局第三工程有限公司 | Novel climbing formwork frame body |
-
2018
- 2018-01-29 CN CN201810083395.4A patent/CN108590171A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2908673Y (en) * | 2006-06-29 | 2007-06-06 | 北京卓良模板有限公司 | Building shuttering |
| CN202023360U (en) * | 2011-04-15 | 2011-11-02 | 江苏中原建设集团有限公司 | Hydraulic climbing die plate for building construction |
| CN202850484U (en) * | 2012-05-02 | 2013-04-03 | 江苏长安建设集团有限公司 | Safety mechanism for building construction climbing template |
| CN105401717A (en) * | 2015-12-14 | 2016-03-16 | 中交一公局第三工程有限公司 | Novel climbing formwork frame body |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220307276A1 (en) * | 2016-04-08 | 2022-09-29 | Peri Se | Self-climbing system, self-climbing unit and method for moving such a self-climbing unit on a concrete building structure |
| CN109721010A (en) * | 2019-01-23 | 2019-05-07 | 深圳市特辰科技股份有限公司 | A kind of hook type linkage mechanism |
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Application publication date: 20180928 |