CN105908966B - Climbing form system and its construction method for sloping core construction - Google Patents
Climbing form system and its construction method for sloping core construction Download PDFInfo
- Publication number
- CN105908966B CN105908966B CN201610383392.3A CN201610383392A CN105908966B CN 105908966 B CN105908966 B CN 105908966B CN 201610383392 A CN201610383392 A CN 201610383392A CN 105908966 B CN105908966 B CN 105908966B
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- Prior art keywords
- creeping formwork
- sloping core
- construction
- support
- regulation
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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
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
Abstract
The present invention relates to a kind of climbing form system for sloping core construction and its method, the system to include：Attached wall guide rail, it is attached in the first sloping core section on stalk section；The creeping formwork rail being connected on the attached wall guide rail；The support platform being layed at the top of the creeping formwork rail, the support platform are 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 tilt.Using adjusting the inclination angle of creeping formwork support body, and reduce the distance of the construction platform on creeping formwork support body and sloping core section construction area, convenient construction operation, reduce construction safety risk.
Description
Technical field
The present invention relates to the realm of building construction, refers in particular to a kind of climbing form system and its construction method for sloping core construction.
Background technology
At present, general plate uses hydraulic climbing formwork system in high-rise or Super High Core Walls Structure construction.Creeping formwork, which 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 lifting rail fixed in sloping core section and stalk section to be 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 intilted angle of sloping core section compared with
Greatly, cause the vertical distance hanging between the construction area of the construction platform on the climbing form system of stalk section and sloping core section compared with
Far, cause the operation inconvenience of workmen, security risk is brought for the construction of sloping core section.In addition, it is necessary to individually construction protrudes out
The ruggedized construction later stage also need to remove so that working procedure is relatively complicated, and adds construction procedure, when abolishing ruggedized construction
Also it is more troublesome, and then the construction period can be influenceed.
The content of the invention
The defects of it is an object of the invention to overcome prior art, there is provided it is a kind of for sloping core construction climbing form system and its
Construction method, the existing construction distance of ruggedized construction progress climbing formwork for construction for solving to protrude out using setting in the prior art is remote and makes
More trouble and construction is influenceed when must operate cumbersome inconvenience, construction safety risk, working procedure, increase working procedure, remove
The problem of duration.
Realizing the technical scheme of above-mentioned purpose is：
The invention provides a kind of climbing form system for sloping core construction, including：
Attached wall guide rail, it is attached in the first sloping core section on stalk section；
The creeping formwork rail being connected on the attached wall guide rail；
The support platform being layed at the top of the creeping formwork rail, the support platform are 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
To be tilted to the first sloping core section.
Using adjusting the inclination angle of creeping formwork support body, and reduce the construction platform on creeping formwork support body and sloping core section construction area away from
From, convenient construction operation, reduction construction safety risk.And creeping formwork support body is when tilting, it can be ensured that construction platform to be horizontal,
Stability Analysis of Structures is firm, ensures construction safety.In the climbing formwork for construction of stalk section and sloping core section, climbed still according to the method for routine
Attached wall guide rail, although attached wall guide rail is inclined at sloping core, by adjusting regulation support bar with 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.The present invention
Climbing form method, compared to the method for the existing ruggedized construction set up and protruded out, easy construction, process is simple, i.e., using set
Regulation support bar it is horizontal to adjust support platform, can effectively save the time, and then construction work can be shortened
Phase.
The present invention be used for sloping core construction it is climbing form system further improvement is that, the creeping formwork support body include be erected on institute
State the carrier unit of the adjustable inclination on support platform, the corner of the carrier unit is be hinged, and the carrier unit
On installed regulation push rod.
The present invention be used for sloping core construction it is climbing form system further improvement is that, the creeping formwork support body also include branch be located at
The bracket unit of the support mesa base, the corner of the bracket unit is be hinged, and has installed tune in the bracket unit
Save screw mandrel.
The present invention be used for the climbing form system of sloping core construction further improvement is that, the regulation support bar includes being located at
The adjusting sleeve pipe in portion and the studdle for being screwed together in the adjusting sleeve pipe both ends, the superposed studdle are held with described
Support platform is fastenedly connected, and the studdle and the creeping formwork rail positioned at bottom are fastenedly connected.
The present invention be used for the climbing form system of sloping core construction further improvement is that, the bottom of the attached wall guide rail passes through attached
Wall cushion block is connected with the stalk section.
Present invention also offers a kind of construction method using the above-mentioned climbing form system for sloping core construction, including：
The inclination angle of creeping formwork support body of the adjustment on the support platform, to cause the creeping formwork support body to be onstructed the
One sloping core section tilts；
The construction of the first sloping core section is completed using inclined creeping formwork support body；
Climbing boots are installed in the first sloping core section；
Climb attached wall guide rail, and the climbing boots of the attached wall guide rail and the first sloping core section are fixed into this links, to cause
The attached wall guide rail is in the heeling condition drawn close to the first sloping core section；
The support platform is adjusted to using the regulation support bar horizontal；
Sloping core construction is carried out on the first sloping core section using the creeping formwork support body.
The present invention construction method further improvement is that, creeping formwork support body of the adjustment on the support platform inclines
Angle, including：
The creeping formwork support body includes the carrier unit for being erected on the adjustable inclination on the support platform, the support
The corner of unit is be hinged, and regulation push rod has been installed on the carrier unit；
The inclination angle of the carrier unit is adjusted using the regulation push rod, to realize that the carrier unit is oblique to described first
The heeling condition that wall section is drawn close.
The present invention it is construction method further improvement is that, after the attached wall guide rail that climbs, include adjustment be located at described in
The inclination angle of the creeping formwork support body of support mesa base,
The creeping formwork support body includes bracket unit of the branch located at the support mesa base, and the corner of the bracket unit is
It is be hinged, and regulation screw mandrel has been installed in the bracket unit；
The bracket unit is adjusted using the regulation screw mandrel, to realize that the bracket unit is leaned on to the first sloping core section
The heeling condition held together.
The present invention it is construction method further improvement is that, using it is described regulation support bar the support platform is adjusted
To be horizontal, including：
The regulation support bar includes the adjusting sleeve pipe for being located at middle part and the support spiral shell for being screwed together in the adjusting sleeve pipe both ends
Bar, the superposed studdle and the support platform are fastenedly connected, by positioned at the studdle of bottom with
The creeping formwork rail is fastenedly connected；
When the first sloping core section slopes inwardly, the studdle for screwing the adjusting sleeve pipe regulation both ends screws in
In the regulating sleeve, until the support platform is horizontal；
When the first sloping core section is outward-dipping, the studdle for screwing the adjusting sleeve pipe regulation both ends screws out
The regulating sleeve, until the support platform is horizontal.
The present invention it is construction method further improvement is that, climb attached wall guide rail when, by the bottom of the attached wall guide rail
It is connected by attached wall cushion block with the stalk section.
Brief description of the drawings
Fig. 1 is that the present invention 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 structural representation that the present invention is used for sloping core of the climbing form system of sloping core construction on the first sloping core section of constructing
Figure.
Fig. 3 is the structural representation of support platform when the present invention is used to be located at stalk section in the climbing form system of sloping core construction.
Fig. 4 is the structural representation that stalk section and bracket unit are saved in Fig. 3.
Fig. 5 and Fig. 6 is the structural representation that support plateau levels shape is adjusted in the first sloping core section.
Fig. 7 is the structural representation that the present invention is used for the carrier unit in creeping formwork support body in the climbing form system of sloping core construction.
Embodiment
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
The invention provides the climbing form system constructed for sloping core and its construction method, is primarily adapted for use on stalk section
The situation constructed to inclined sloping core section on the inside or outside of wall.Because the sloping core section on top tilts to wall inner or outer side,
And vertical attached wall guide rail can not be climbed, and then the creeping formwork that result in climbing form system is difficult.In the prior art frequently with
The ruggedized construction protruded out is set at sloping core section, to make attached wall guide rail continue vertically to climb, ensure that the normal creeping formwork of climbing form system,
But because sloping core section tilts, and climbing form system vertically climbs, and result in the operating platform on climbing form system and is applied with sloping core section
Interregional distant of work so that constructing operation inconvenience, construction safety risk be present.To solve the above problems, the present invention
Climbing form system and its construction method for sloping core construction employ the creeping formwork support body of adjustable inclination, when constructing sloping core section,
The inclination angle and the inclination angle of sloping core section for adjusting creeping formwork support body are close, and reduce the spacing of operating platform and construction area, convenient construction
Operation, ensure construction safety.It is used for the climbing form system of sloping core construction to the present invention below in conjunction with the accompanying drawings and its construction method is carried out
Explanation.
As shown in fig.1, show that the present invention is used for the climbing form system of sloping core construction in the structure of the first sloping core section of constructing
Schematic diagram.With reference to Fig. 1, the climbing form system that sloping core construction is used for the present invention illustrates.
As shown in figure 1, the climbing form system that the present invention is used for sloping core construction is put down including attached wall guide rail 23, creeping formwork rail 24, 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
For the first sloping core section 12 on stalk section 11 of constructing, with reference to shown in Fig. 2, after the first sloping core section 12 is completed in construction,
Climbing boots 21 are installed, climb attached wall guide rail 23, by attached wall guide rail 23 and climbing in the first sloping core section 12 in first sloping core section 12
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 close to wall
The direction of first sloping core section 12 tilts on body 10.Creeping formwork rail 24 is connected on attached wall guide rail 23, and the creeping formwork rail 24 is with attached wall guide rail
23 inclination and it is oblique.Support platform 31 is layed in the top of creeping formwork rail 24, the top of the support platform 31 and creeping formwork rail 24
It is be hinged so that support platform 31 can be rotated around be hinged end, and creeping formwork rail 24 not only supports support platform 31, simultaneously
Also may for the adjustable offer of support platform 31.Support bar 32 is adjusted to be located between support platform 31 and creeping formwork rail 24, should
Regulation support bar 32 is length-adjustable structure, and support platform 31 is adjusted into level using the adjustment length of support bar 32 is adjusted
Shape so that support platform 31 is not influenceed by attached wall guide rail 23 is inclined, continues keep level shape, there is provided the support knot of flat
Structure.Creeping formwork support body 40, which adjustably props up, is located at support platform 31, and creeping formwork support body 40 can adjust the inclination angle of itself, positioned at support platform
Creeping formwork support body 40 above and below in the of 31 can adjustable inclination.When constructing the first sloping core section 12, adjustment is located at support platform
The inclination angle of the creeping formwork support body 40 of 31 tops is to cause the creeping formwork support body to be tilted to the first sloping core section 12, by tilting climbing form frame
The construction area spacing of operating platform and the first sloping core section 12 on body 40 reduces, and facilitates the constructing operation of the first sloping core section 12,
It 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 oblique
When, horizontal by adjusting the adjustment support platform 31 of support bar 32, the creeping formwork support body 40 for the top of support platform 31 provides surely
Solid support.
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 to adjust support platform 31 followed by regulation support bar 32, there is provided stable support, it is ensured that climbing form frame
The steadiness of body 40, it ensure that the safety of construction.The working procedure for the process of climbing is also simplify, there is easy construction, effectively section
The about engineering time, the construction period can be shortened.
As shown in Figure 3 and Figure 4, adjusting 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 both ends, superposed studdle 322 are 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 both ends or screwing out to realize the length of regulation support bar 32
Degree regulation.It is preferred that the bottom of side and creeping formwork rail 24 of the regulation support bar 32 away from creeping formwork rail 24 on support platform 31
Between portion, to facilitate regulation.Specifically regulation process is：Adjusting sleeve pipe 321 is screwed clockwise, with turning for adjusting sleeve pipe 321
Dynamic, the studdle 322,323 for coordinating both ends by screw thread screws out to outside adjusting sleeve pipe 321, realizes 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, coordinates two by screw thread
The studdle 322,323 at end screws in into 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 shorten with the length of regulation support bar 32 and sink downwards, regulation support
The length of bar 32 shortens suitable for the inward slant state of the first sloping core section 12.
As depicted in figs. 1 and 2, creeping formwork support body 40 includes the support list for being erected on the adjustable inclination on support platform 31
Located at the bracket unit 42 of the bottom of support platform 31, the setting height of carrier unit 41 and bracket unit 42 can basis for member 41 and branch
Practice of construction needs to be selected.The corner of carrier unit 41 is be hinged so that the carrier unit 41 can be with the be hinged of 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 be hinged so that the bracket unit 42 can by corner it is be hinged based on
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 be hinged end to wall 10
Direction draw close or remote.The both ends of cross bar 413 and the be hinged fixation of vertical rod 412 so that cross bar 413 and the connection of vertical rod 412
Place can relatively rotate.It is angularly disposed between 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 412 processed is drawn close to wall 10 or remote angle of inclination.Regulation push rod 411 is length-adjustable structure, passes through 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, can also parallelogram framework.It is in be higher than one away from wall 10 close to one end of wall 10 to adjust push rod 411
End is set.Certainly, regulation push rod 411 can also be propped up between cross bar 413 and vertical rod 412, can also 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 exemplified 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 is tilted, and when vertical rod 412 tilts, the keep level shape of cross bar 413, 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 to be horizontal, using the teaching of the invention it is possible to provide firm
The construction platform of safety, also cause construction platform closer to wall 10, convenient construction.The length of regulation regulation push rod 411 diminishes,
So that vertical rod 412 tilts to the remote direction of wall 10, and when vertical rod 412 tilts, the keep level shape of cross bar 413, whole creeping formwork
Support body 40 is rendered as to the inclined state in the remote direction of wall 10, so that the operating platform of creeping formwork support body 40 is still level
Shape, using the teaching of the invention it is possible to provide consolidate the construction platform of safety so that construction platform is away from wall 10, for the construction avoiding space of wall 10.
To ensure the firm of climbing mould system structure, when attached wall guide rail 23 is risen at the 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.Solved when attached wall guide rail 23 needs to climb, then by the connection
Remove.
As shown in figure 1, the work progress of the first sloping core section is illustrated below.When first sloping core section is constructed, 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, mobile
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., the regulation push rod 411 set on carrier unit 41 is adjusted simultaneously, pass through adjustment
Adjust the length of push rod 411 so that the direction to the first sloping core 12 of carrier unit 41 tilts, 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 tilts, vertical rod 412 is inclined, cross bar
413 are still horizontal, and are also horizontality in the operating platform that the top of carrier unit 41 is set, 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 to ensure
The convenience and safety of construction.
As shown in Fig. 2 the sloping core work progress on the first sloping core section is illustrated below.First sloping core section 12 is to wall
The inner side of body 10 tilts, and the attached wall guide rail 23 to climb, 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 tilted to the first sloping core section 12
State, creeping formwork rail 24 is fixed on attached wall guide rail 23, and the creeping formwork rail 24 is also in 12 inclined state of the first sloping core section, with reference to figure
Shown in 5, result in that the side that support platform 31 is connected with creeping formwork rail 24 is downward, one be connected with regulation support bar 32 on the side,
Direction of the side that i.e. support platform 31 is connected with regulation support bar 32 along arrow A in Fig. 5 is moved, now, regulation regulation branch
The length of strut 32 diminishes, because the connection of support platform 31 and creeping formwork rail 24 is be hinged so that the support platform 31 can be around
Rotated with the articulated section of creeping formwork rail 24, by adjust support bar 32 by support platform 31 with adjust that support bar 32 is connected it is one lateral
Drop-down, with reference to shown in Fig. 6, using adjusting support bar 32 by support platform 31 with adjusting the side that is connected of support bar 32 along Fig. 6
Arrow B direction movement, until the support platform 31 is horizontal, it is ensured that the support of creeping formwork support body 40 consolidates, firm safety.
After support platform 31 is horizontal, because when constructing the first sloping core section 12, carrier unit 41 is as skewed, now the branch
Frame unit 41 can not have to the inclination angle of adjustment carrier unit 41, directly the formwork knot on movement support platform 31 still to be skewed
Structure 51 carries out formwork, coordinates inner side formwork erecting structure 13 to form the casting space of sloping core, then utilizes the operation on carrier unit 41
Platform casting concrete into casting space forms sloping core, circulation is above-mentioned climb attached wall guide rail the step of, until sloping core constructed
Into.
The bracket unit 42 installed in the bottom of support platform 31 can be arranged as required to multiple, shown in the figure examples
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 be located at perpendicular to the side of Core Walls Structure 10 two vertical rods 422 it
Between, the adjustable length of screw mandrel 421 is adjusted, passes through the length adjustment of regulation 421, the angle of inclination of control vertical rod 422.Certainly, adjust
Section screw mandrel 421 can also be propped up between two cross bars 423, can also will regulation screw mandrel branch located at cross bar 423 and vertical rod 422 it
Between, it can all realize the inclination angle for adjusting bracket unit 42.The top of two vertical rods 422 of the bracket unit 42 at top passes 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 of bottom is checked.
The construction method of the above-mentioned climbing form system for variable cross-section wall construction of present invention application is illustrated below.
The construction method of the above-mentioned climbing form system for sloping core construction of present invention application comprises the following steps：
As shown in figure 1, the inclination angle of creeping formwork support body 40 of the adjustment on the support platform 31, to cause climbing form frame body 40 to treating
First sloping core section 12 of construction tilts, so as to reduce the construction area of operating platform and the first sloping core section 12 on creeping formwork support body 40
Spacing, convenient construction operation, it is ensured that construction safety.Attached wall guide rail 23 now is fixed in stalk section 11, attached wall guide rail 23
For vertical shape, creeping formwork rail 24 is connected with attached wall guide rail 23, also in vertical shape.Being connected to the support platform 31 at the top of creeping formwork rail 24 is
It is horizontal, provide stable support for creeping formwork support body 40.Formwork erecting structure 51 on support platform 31 is moved at wall 10
To install the template of the first sloping core section 12, coordinate inner side formwork erecting structure 13 to form the casting space of the first sloping core section 12, will climb
After mould bases body 40 tilts to the first sloping core section 12, sky is poured to the first sloping core section 12 using the operating platform on creeping formwork support body 40
Interior casting concrete is formed the first sloping core section 12.
With reference to shown in Fig. 2, after the first sloping core section 12 is completed in construction, climbing boots 21 are installed in the first sloping core section 12.Climb
Attached wall guide rail 23, attached wall guide rail 23 is fixedly connected with the climbing boots 21 in the first sloping core section 12, the attached wall guide rail 23 is in the
The heeling condition that one sloping core section 12 is drawn close, climbed creeping formwork rail 24 along attached wall guide rail 23, creeping formwork rail 24 and attached wall guide rail 23 are connected
Fixation is connect, because attached wall guide rail 23 is inclined, therefore creeping formwork rail 24 is also into heeling condition.Shown in Fig. 2, the He of attached wall guide rail 23
Creeping formwork rail 24 is in that the direction drawn close to the first sloping core section 12 tilts.Due to being laid on the support platform 31 at the top of creeping formwork rail 24 with climbing
Mould rail 24 is articulated and connected so that support platform 31 be able to can rotate around the junction with creeping formwork rail 24.Utilize support platform 31
Regulation support bar 32 is installed between creeping formwork rail 24, the regulation support bar 32 is adjustable in length structure, using adjusting support bar
32 support platform 31 is adjusted to it is horizontal.
Sloping core construction is carried out on the first sloping core section 12 using creeping formwork support body 40 of the branch on support platform 31.This
When, formwork erecting structure 51 is promoted to the direction of wall 10 so that template on formwork erecting structure 51 against the alien invasion to wall 10,
Coordinate inner side formwork erecting structure 13 to form the casting space of sloping core, the new wall knot in one end is then poured on the first sloping core section 12
Structure.Repeat afterwards and move back mould, climb and the step of formwork until sloping core construction is completed.
As shown in Figure 3 and Figure 4, adjusting 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 both ends, superposed studdle 322 are fastenedly connected with support platform 31, studdle
322 are fastenedly 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 both ends or screwing out to realize the length of regulation support bar 32
Degree regulation.It is preferred that the bottom of side and creeping formwork rail 24 of the regulation support bar 32 away from creeping formwork rail 24 on support platform 31
Between portion, to facilitate regulation.Specifically regulation process is：Adjusting sleeve pipe 321 is screwed clockwise, with turning for adjusting sleeve pipe 321
Dynamic, the studdle 322,323 for coordinating both ends by screw thread screws out to outside adjusting sleeve pipe 321, realizes 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, coordinates two by screw thread
The studdle 322,323 at end screws in into 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 shorten with the length of regulation support bar 32 and sink downwards, regulation support
The heeling condition that the length of bar 32 shortens suitable for the first sloping core 12 shown in Fig. 2.
The inclination angle of creeping formwork support body 40 of the adjustment on support platform 31, including：As depicted in figs. 1 and 2, creeping formwork support body 40
Bracket including the carrier unit 41 of adjustable inclination that is erected on support platform 31 and branch located at the bottom of support platform 31
Unit 42, the setting height of carrier unit 41 and bracket unit 42 can need to be selected according to practice of construction.Carrier unit 41
Corner be hinged so that the carrier unit 41 can by corner it is be hinged based on realize the regulation at inclination angle, in carrier unit
Regulation push rod 411 has been installed on 41, can be with using push rod 411 is adjusted by adjusting the inclination angle of the adjusting bracket unit 41 of push rod 411
Realize the heeling condition that carrier unit 41 is drawn close to the first sloping core section 12.The corner of bracket unit 42 is also be hinged so that the support
Frame unit 42 can by corner it is be hinged based on realize the regulation at inclination angle, regulation screw mandrel 421 has been installed in bracket unit 42,
The inclination angle of bracket unit 42 is adjusted by adjusting screw mandrel 421, can realize that bracket unit 42 to first is oblique using screw mandrel 421 is adjusted
The heeling condition that wall section 12 is drawn close.
Carrier unit 41 includes erecting the vertical rod 412 on support platform 31 and the cross bar 413 being connected with vertical rod 412.By
Cross bar 413 and vertical rod 412 enclose to form carrier unit 41, can be set on support platform 31 according to required using height
Multiple carrier units 41, a regulation push rod 411 is installed on each carrier unit 41.The bottom of vertical rod 412 is be hinged solid
It is scheduled on support platform 31, to cause the vertical rod 412 to be drawn close around be hinged end to the direction of wall 10 or remote；Will
Cross bar 413 and the be hinged fixation of vertical rod 412 at both ends so that the junction of cross bar 413 and vertical rod 412 is rotatable structure；
Angularly disposed regulation push rod 411, the regulation push rod 411 are located at perpendicular to wall 10 in vertical rod 412 between two cross bars 413
Between the vertical rod 412 of side, vertical rod 412 is controlled to be drawn close to wall 10 or remote angle of inclination by adjusting push rod 411.Adjust
Section push rod 411 is length-adjustable structure, by adjusting the length adjustment of push rod 411, with reference between cross bar 413 and vertical rod 412
Be articulated and connected so that creeping formwork support body 40 can be in frame structure, can also parallelogram framework.It is preferred that creeping formwork
The tilt adjustable of support body 40 is whole to be identical with the inclination angle of the first sloping core section 12.Certainly, regulation push rod 411 can also be propped up located at cross bar
Between 413 and vertical rod 412, push rod 411 can also will be adjusted between two cross bars 413, can be realized to support list
The regulation at the inclination angle of member 41.
It is specific to regulation push rod 411 exemplified by push rod 411 is adjusted shown in Fig. 7 between two vertical rods 412 below
Regulation illustrates：The length of adjustment regulation push rod 411 so that vertical rod 412 tilts to the direction that wall 10 is drawn close, vertical
When bar 412 tilts, the keep level shape of cross bar 413, whole carrier unit 41 is rendered as to the inclined shape in the close direction of wall 10
State, so that the operating platform of carrier unit 41 is still to be horizontal, using the teaching of the invention it is possible to provide consolidate the construction platform of safety, also to apply
Work platform is closer to wall 10, convenient construction.The length of regulation regulation push rod 411 diminishes so that vertical rod 412 is remote to wall 10
Direction tilt, when vertical rod 412 tilts, the keep level shape of cross bar 413, whole carrier unit 41 is rendered as remote to wall 10
The inclined state in direction, so that the operating platform of carrier unit 41 is still to be horizontal, using the teaching of the invention it is possible to provide firm safety is applied
Work platform so that construction platform is away from wall 10, for the construction avoiding space of wall 10.
To ensure the firm of climbing mould system structure, when attached wall guide rail 23 is risen at the first sloping core section 12, by attached wall
The bottom of guide rail 23 is connected by attached wall cushion block 111 with stalk section 11.Solved when attached wall guide rail 23 needs to climb, then by the connection
Remove.
The bracket unit 42 installed in the bottom of support platform 31 can be arranged as required to multiple, shown in the figure examples
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 be located at perpendicular to the side of Core Walls Structure 10 two vertical rods 422 it
Between, the adjustable length of screw mandrel 421 is adjusted, passes through the length adjustment of regulation 421, the angle of inclination of control vertical rod 422.Certainly, adjust
Section screw mandrel 421 can also be propped up between two cross bars 423, can also will regulation screw mandrel branch located at cross bar 423 and vertical rod 422 it
Between, it can all realize the inclination angle for adjusting bracket unit 42.The top of two vertical rods 422 of the bracket unit 42 at top passes 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 of bottom is checked.
Using adjusting the inclination angle of creeping formwork support body, and reduce the construction platform on creeping formwork support body and sloping core section construction area away from
From, convenient construction operation, reduction construction safety risk.And creeping formwork support body is when tilting, it can be ensured that construction platform to be horizontal,
Stability Analysis of Structures is firm, ensures construction safety.In the climbing formwork for construction of stalk section and sloping core section, climbed still according to the method for routine
Attached wall guide rail, although attached wall guide rail is inclined at sloping core, by adjusting regulation support bar with 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.The present invention
Climbing form method, compared to the method for the existing ruggedized construction set up and protruded out, easy construction, process is simple, i.e., using set
Regulation support bar it is horizontal to adjust support platform, can effectively save the time, and then construction work can be shortened
Phase.
The present invention is described in detail above in association with accompanying drawing embodiment, those skilled in the art can be according to upper
State and bright many variations example is made to the present invention.Thus, some details in embodiment should not form limitation of the invention, this
Invention will be used as protection scope of the present invention using the scope that appended claims define.
Claims (5)
1. a kind of application is used for the construction method of the climbing form system of sloping core construction, it is characterised in that the climbing form system includes：
Attached wall guide rail, it is attached in the first sloping core section on stalk section；
The creeping formwork rail being connected on the attached wall guide rail；
The support platform being layed at the top of the creeping formwork rail, the support platform are hinged with the creeping formwork rail；
Branch is located at the regulation support bar between the support platform and the creeping formwork rail；
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 tilts；
The construction method includes：
The inclination angle of creeping formwork support body of the adjustment on the support platform, make it that the creeping formwork support body is oblique to be onstructed first
Wall section tilts；
The construction of the first sloping core section is completed using inclined creeping formwork support body；
Climbing boots are installed in the first sloping core section；
Climbed attached wall guide rail, and the attached wall guide rail is fixedly connected with the climbing boots of the first sloping core section, described attached to cause
Wall guide rail is in the heeling condition drawn close to the first sloping core section；
The support platform is adjusted to using the regulation support bar horizontal；
Sloping core construction is carried out on the first sloping core section using the creeping formwork support body.
2. construction method as claimed in claim 1, it is characterised in that creeping formwork support body of the adjustment on the support platform
Inclination angle, including：
The creeping formwork support body includes the carrier unit for being erected on the adjustable inclination on the support platform, the carrier unit
Corner be hinged, and regulation push rod has been installed on the carrier unit；
The inclination angle of the carrier unit is adjusted using the regulation push rod, to realize the carrier unit to the first sloping core section
The heeling condition drawn close.
3. construction method as claimed in claim 1 or 2, it is characterised in that after the attached wall guide rail that climbs, in addition to adjustment is located at
The inclination angle of the creeping formwork support body of the support mesa base,
The creeping formwork support body includes bracket unit of the branch located at the support mesa base, and the corner of the bracket unit is hinge
Connect, and regulation screw mandrel has been installed in the bracket unit；
The bracket unit is adjusted using the regulation screw mandrel, is drawn close to the first sloping core section with to realize the bracket unit
Heeling condition.
4. construction method as claimed in claim 1, it is characterised in that adjusted the support platform using the regulation support bar
Save to be horizontal, including：
The regulation support bar includes the adjusting sleeve pipe and the studdle for being screwed together in the adjusting sleeve pipe both ends positioned at middle part, will
The superposed studdle is fastenedly connected with the support platform, and the studdle positioned at bottom is climbed with described
Mould rail is fastenedly connected；
When the first sloping core section slopes inwardly, screw the adjusting sleeve pipe and adjust described in the studdle screw-in at both ends
In regulating sleeve, until the support platform is horizontal；
When the first sloping core section is outward-dipping, screws the adjusting sleeve pipe and adjust described in the studdle back-out at both ends
Regulating sleeve, until the support platform is horizontal.
5. construction method as claimed in claim 1, it is characterised in that climb attached wall guide rail when, by the bottom of the attached wall guide rail
Portion is connected by attached wall cushion block with the stalk section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610383392.3A CN105908966B (en) | 2016-06-02 | 2016-06-02 | Climbing form system and its construction method for sloping core construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610383392.3A CN105908966B (en) | 2016-06-02 | 2016-06-02 | Climbing form system and its construction method for sloping core construction |
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| Publication Number | Publication Date |
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| CN105908966A CN105908966A (en) | 2016-08-31 |
| CN105908966B true CN105908966B (en) | 2017-12-22 |
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| ES2695626B2 (en) * | 2017-06-30 | 2020-05-19 | Hws Concrete Towers S L | Self-climbing device for vertical and quasi-vertical concrete surfaces and operating procedure. |
| CN107558728B (en) * | 2017-06-30 | 2019-12-03 | 上海建工集团股份有限公司 | Hydraulic climbing formwork climbs device for adjusting posture, hydraulic climbing formwork and attitude adjusting method |
| CN107165412B (en) * | 2017-07-17 | 2023-06-09 | 北京市建筑工程研究院有限责任公司 | Rotatable attaching device for attaching plate type climbing formwork and construction method |
| CN107607991A (en) * | 2017-09-27 | 2018-01-19 | 舟山北化聚合物加工技术研究所有限责任公司 | A kind of Simple earthquake earthquake intensity instrument mounting bracket and installation method |
| 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 |
| CN111705662B (en) * | 2020-05-22 | 2022-03-25 | 中建三局集团有限公司 | Deformable frame suitable for inclined structure construction |
| CN114541740A (en) * | 2022-01-06 | 2022-05-27 | 上海建工一建集团有限公司 | Integral steel platform formwork equipment for inclined wall construction and construction method thereof |
| CN114541626A (en) * | 2022-03-04 | 2022-05-27 | 中建八局第二建设有限公司 | Construction method for core tube inclined wall of super high-rise building |
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|---|---|
| CN105908966A (en) | 2016-08-31 |
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Effective date of registration: 20190114 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. |