CN105908966A - Creeping formwork system for oblique wall construction and construction method of creeping formwork system - Google Patents
Creeping formwork system for oblique wall construction and construction method of creeping formwork system Download PDFInfo
- Publication number
- CN105908966A CN105908966A CN201610383392.3A CN201610383392A CN105908966A CN 105908966 A CN105908966 A CN 105908966A CN 201610383392 A CN201610383392 A CN 201610383392A CN 105908966 A CN105908966 A CN 105908966A
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- CN
- China
- Prior art keywords
- creeping formwork
- sloping core
- regulation
- support
- construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—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 invention relates to a creeping formwork system for oblique wall construction and a method of the creeping formwork system. The creeping formwork system comprises a wall-attached guide rail, a creeping formwork rail, a bearing platform, adjustment supporting rods and a creeping formwork frame body, wherein the wall-attached guide rail is attached to a first oblique wall section on a straight wall section; the creeping formwork rail is connected to the wall-attached guide rail; the bearing platform is laid at the top of the creeping formwork rail and hinged to the creeping formwork rail; the adjustment supporting rods are arranged between the bearing platform and the creeping formwork rail in a supporting mode; and the creeping formwork frame body is supported on the bearing platform, the inclination angle of the creeping formwork frame body can be adjusted, and the creeping formwork frame body can be made to incline toward the first oblique wall section by adjusting the inclination angle of the creeping formwork frame body. By adjusting the inclination angle of the creeping formwork frame body, the distance between a construction platform on the creeping formwork frame body and a construction area of the oblique wall section is reduced, construction is facilitated, and safety risks during construction are reduced.
Description
Technical field
The present invention relates to the realm of building construction, refer in particular to a kind of climbing form system for sloping core construction and execute
Work method.
Background technology
At present, in the construction of high level or Super High Core Walls Structure, general plate uses hydraulic climbing formwork system.Creeping formwork
There is saving template, install that easy, easy to operate, safety, speed of application be fast, labour force puts into
The plurality of advantages such as low.When constructing for sloping core, lean-in owing to being positioned at the sloping core section on stalk section
Tiltedly so that lifting rail can be in heeling condition, and then makes creeping formwork support body correspondingly be also at
State, does not meets the requirement of construction safety.Existing common practices be sloping core section arrange protrude out add consolidation
Structure, so that lifting rail fixing in sloping core section and stalk section is in plumbness, so that it is guaranteed that climb
Mould bases body vertically with the steady statue of horizontal direction, it is ensured that the safety of construction.But due to
The intilted angle of sloping core section is relatively big, and makes vertically to hang on executing on the climbing form system of stalk section
Distant between the construction area of work platform and sloping core section, and make the operation inconvenience of workmen,
Construction for sloping core section brings security risk.In addition, it is necessary to individually construct the ruggedized construction later stage protruded out
Also need to remove so that working procedure is relatively complicated, and adds construction procedure, abolishes ruggedized construction
Time the most more bother, and then the construction period can be affected.
Summary of the invention
It is an object of the invention to overcome the defect of prior art, it is provided that a kind of climbing for sloping core construction
Modular system and construction method thereof, the ruggedized construction solving to use setting to protrude out in prior art carries out creeping formwork
The construction distance that construction exists remote and make to operate inconvenience, construction safety risk, working procedure loaded down with trivial details,
The problem more bothering and affecting the construction period when increasing working procedure, dismounting.
The technical scheme realizing above-mentioned purpose is:
The invention provides a kind of climbing form system for sloping core construction, including:
Attached wall guide rail, is attached to be positioned in the first sloping core section on stalk section；
It is connected to the creeping formwork rail on described attached wall guide rail；
Being layed in the support platform at described creeping formwork rail top, described support platform cuts with scissors with described creeping formwork rail
Connect；
Prop up and be located at the regulation support bar between described support platform and described creeping formwork rail；And
Propping up and be located at described support platform and adjustable inclination creeping formwork support body, described creeping formwork support body leads to
Cross adjustment inclination angle to tilt to described first sloping core section.
Utilize the inclination angle adjusting creeping formwork support body, and the operation platform reduced on creeping formwork support body is executed with sloping core section
The distance in territory, work area, convenient construction operates, and reduces construction safety risk.And creeping formwork support body is when tilting,
Being able to ensure that operation platform is horizontal, Stability Analysis of Structures is firm, it is ensured that construction safety.In stalk section and
During the climbing formwork for construction of sloping core section, climb attached wall guide rail still according to conventional method, although attached wall guide rail
At sloping core inclined, but by adjust regulation support bar so that support platform is level
Shape, would not affect the stability of creeping formwork support body on support platform, it is ensured that the construction peace of creeping formwork support body
Entirely.The climbing form method of the present invention, compared to the method for the existing ruggedized construction set up and protrude out, construction
Simplicity, operation is simple, and the regulation support bar i.e. utilizing setting is horizontal to regulate support platform,
Can be the most time-consuming, and then the construction period can be shortened.
Further improvement is that of the climbing form system that the present invention constructs for sloping core, described creeping formwork support body bag
Include the carrier unit being erected on the adjustable inclination on described support platform, the angle of described carrier unit
Portion is hinged, and has installed regulation push rod on described carrier unit.
Further improvement is that of the climbing form system that the present invention constructs for sloping core, described creeping formwork support body is also
Including propping up the bracket unit being located at described support mesa base, the corner of described bracket unit is hinged,
And installed regulation screw mandrel in described bracket unit.
Further improvement is that of the climbing form system that the present invention constructs for sloping core, described regulation support bar
Including being positioned at the adjusting sleeve pipe at middle part and being screwed together in the studdle at described adjusting sleeve pipe two ends, it is positioned at
The described studdle in portion is fastenedly connected with described support platform, be positioned at the described studdle of bottom with
Described creeping formwork rail is fastenedly connected.
Further improvement is that of the climbing form system that the present invention constructs for sloping core, described attached wall guide rail
Bottom is connected with described stalk section by attached wall cushion block.
Present invention also offers a kind of construction method applying the above-mentioned climbing form system for sloping core construction,
Including:
Adjust the inclination angle of creeping formwork support body being positioned on described support platform so that described creeping formwork support body to
First sloping core section to be onstructed tilts；
The creeping formwork support body tilted is utilized to complete the construction of the first sloping core section；
In described first sloping core section, climbing boots is installed；
Climb attached wall guide rail, and the climbing boots of described attached wall guide rail Yu described first sloping core section is fixed this chain
Connect, so that described attached wall guide rail is in the heeling condition drawn close to described first sloping core section；
Described regulation support bar is utilized to be adjusted to horizontal by described support platform；
Described creeping formwork support body is utilized to carry out sloping core construction on described first sloping core section.
Further improvement is that of the construction method of the present invention, adjusts and is positioned at climbing on described support platform
The inclination angle of mould bases body, including:
Described creeping formwork support body includes the support list being erected on the adjustable inclination on described support platform
Unit, the corner of described carrier unit is hinged, and has installed regulation push rod on described carrier unit；
Utilize described regulation push rod regulate described carrier unit inclination angle, with realize described carrier unit to
The heeling condition that described first sloping core section is drawn close.
Further improvement is that of the construction method of the present invention, after the attached wall guide rail that climbs, also includes adjusting
The inclination angle of the whole creeping formwork support body being positioned at described support mesa base,
Described creeping formwork support body includes a bracket unit being located at described support mesa base, described bracket list
The corner of unit is hinged, and has installed regulation screw mandrel in described bracket unit；
Described regulation screw mandrel is utilized to regulate described bracket unit, to realize described bracket unit to described the
The heeling condition that one sloping core section is drawn close.
Further improvement is that of the construction method of the present invention, utilizes described regulation support bar to hold described
Torr platform is adjusted to horizontal, including:
Described regulation support bar includes being positioned at the adjusting sleeve pipe at middle part and being screwed together in described adjusting sleeve pipe two
The studdle of end, the described studdle that will be located in top is fastenedly connected with described support platform, will
The described studdle being positioned at bottom is fastenedly connected with described creeping formwork rail；
When described first sloping core section slopes inwardly, screw described of described adjusting sleeve pipe regulation two ends
Support screw rod screws in described regulating sleeve, until described support platform is horizontal；
When described first sloping core section is outward-dipping, screw described of described adjusting sleeve pipe regulation two ends
Support screw rod screws out described regulating sleeve, until described support platform is horizontal.
Further improvement is that of the construction method of the present invention, climb attached wall guide rail time, by described attached wall
The bottom of guide rail is connected with described stalk section by attached wall cushion block.
Accompanying drawing explanation
Fig. 1 is that the climbing form system that the present invention constructs for sloping core shows in the structure of construction the first sloping core section
It is intended to.
Oblique on construction the first sloping core section of the climbing form system that Fig. 2 is the present invention to construct for sloping core
The structural representation of wall.
Fig. 3 is present invention support platform when being positioned at stalk section in the climbing form system that sloping core is constructed
Structural representation.
Fig. 4 is the structural representation saving stalk section and bracket unit in Fig. 3.
Fig. 5 and Fig. 6 is the structural representation regulating support plateau levels shape in the first sloping core section.
Fig. 7 is present invention carrier unit in the climbing form system that sloping core is constructed in creeping formwork support body
Structural representation.
Detailed description of the invention
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
Present invention provide for climbing form system and the construction method thereof of sloping core construction, be primarily adapted for use in
Construct on stalk section inside body of wall or the situation of sloping core section that outside tilts.Sloping core due to top
Section is inside body of wall or outside tilts, and vertical attached wall guide rail cannot be climbed, and then result in
The creeping formwork difficulty of climbing form system.Prior art adds consolidation frequently with what setting at sloping core section protruded out
Structure, vertically climbs to make attached wall guide rail continue, it is ensured that the normal creeping formwork of climbing form system, but due to
Sloping core section tilts, and climbing form system vertically climbs, and result in the operating platform on climbing form system with oblique
, there is construction safety risk in distant between wall section construction area so that constructing operation inconvenience.For
Solving the problems referred to above, the climbing form system for sloping core construction of the present invention and construction method thereof have employed can
The creeping formwork support body of adjustable inclination, when constructing sloping core section, adjusts inclination angle and the sloping core section of creeping formwork support body
Inclination angle is close, and reduces the spacing of operating platform and construction area, and convenient construction operates, it is ensured that construction
Safety.Below in conjunction with the accompanying drawings the present invention is carried out for climbing form system and the construction method thereof of sloping core construction
Explanation.
Refering to shown in Fig. 1, it is shown that the present invention is oblique in construction first for the climbing form system of sloping core construction
The structural representation of wall section.Below in conjunction with Fig. 1, the present invention is entered for the climbing form system of sloping core construction
Row explanation.
As it is shown in figure 1, the present invention includes attached wall guide rail 23 for the climbing form system of sloping core construction, climbs
Mould rail 24, support platform 31, regulation support bar 32 and creeping formwork support body 40, attached wall guide rail 23 with
The fixing connection of climbing boots 21 in stalk section 11, now first on stalk section 11 of constructing
Sloping core section 12, shown in Fig. 2, after construction completes the first sloping core section 12, at the first sloping core
Installing climbing boots 21 in section 12, climb attached wall guide rail 23, by attached wall guide rail 23 and the first sloping core section
The fixing connection of climbing boots 21 on 12, this attached wall guide rail 23 is in inclining of drawing close to the first sloping core section 12
Ramp-like state.This attached wall guide rail 23 tilts to first sloping core section 12 direction on body of wall 10.Creeping formwork
Rail 24 is connected on attached wall guide rail 23, this creeping formwork rail 24 along with attached wall guide rail 23 inclination and in inclining
Ramp-like.Support platform 31 is layed in creeping formwork rail 24 top, this support platform 31 and creeping formwork rail 24
Top hinged so that support platform 31 can rotate around hinged end, creeping formwork rail 24
Not only supporting support platform 31, the most also the scalable for support platform 31 provides possible.Regulation
Support bar 32 is located between support platform 31 and creeping formwork rail 24, and this regulation support bar 32 is length
Adjustable structure, utilizes regulation support bar 32 to regulate length and is adjusted to horizontal by support platform 31,
Make support platform 31 not tilted to be affected by attached wall guide rail 23, continue to keep horizontal, it is provided that flat
The supporting construction of straight shape.Creeping formwork support body 40 adjustable ground props up is located at support platform 31, creeping formwork support body 40
The inclination angle of scalable self, being positioned at the creeping formwork support body 40 above and below support platform 31 can adjust
Joint inclination angle.When constructing the first sloping core section 12, adjust and be positioned at the creeping formwork support body above support platform 31
The inclination angle of 40, so that this creeping formwork support body tilts to the first sloping core section 12, makes climbing form frame by inclination
Operating platform and the construction area spacing of the first sloping core section 12 on body 40 reduce, and facilitate the first sloping core
The constructing operation of section 12, also ensure that construction safety.After the first sloping core section 12 has been constructed, climb
Rise attached wall guide rail 23, during this attached wall guide rail 23 inclined shape, adjusted by regulation support bar 32 and hold
Torr platform 31 is horizontal, provides firm support for the creeping formwork support body 40 above support platform 31.
At the sloping core of body of wall 10, due to during the climbing of climbing form system, attached wall guide rail 23
Along with sloping core is inclined, adjust support platform 31 followed by regulation support bar 32 horizontal,
Provide stable support, it is ensured that the steadiness of creeping formwork support body 40, it is ensured that the safety of construction.
Also simplify the working procedure of the process of climbing, there is easy construction, effectively save engineering time, it is possible to
Shorten the construction period.
As shown in Figure 3 and Figure 4, regulation support bar 32 includes adjusting sleeve pipe 321 He being positioned at middle part
It is screwed together in the studdle 322,323 at adjusting sleeve pipe 321 two ends, superposed studdle 322
Being fastenedly connected with support platform 31, the studdle 322 on top is by connecting channel-section steel and support platform
31 connect.The studdle 323 being positioned at bottom is fastenedly connected with creeping formwork rail 24, by screwing regulation
Sleeve pipe 321 regulates studdle 322,323 precession at two ends or screws out to realize regulation support bar 32
Length adjustment.It is preferred that regulation support bar 32 is located on support platform 31 away from creeping formwork rail
Between side and the bottom of creeping formwork rail 24 of 24, to facilitate regulation.Concrete regulation process is: suitable
Hour hands screw adjusting sleeve pipe 321, along with the rotation of adjusting sleeve pipe 321, make two by threaded engagement
The studdle 322,323 of end screws out outside adjusting sleeve pipe 321, it is achieved that regulation support bar 32
Length, now, the side that support platform 31 is connected with regulation support bar 32 can be along with regulation
The length of strut 32 and be lifted up.Screw adjusting sleeve pipe 321 counterclockwise, along with regulation set
The rotation of pipe 321, makes the studdle 322,323 at two ends to adjusting sleeve pipe 321 by threaded engagement
Interior screw-in, it is achieved that the length of regulation support bar 32 shortens, now, support platform 31 and regulation
The side that strut 32 connects can shorten along with the length of regulation support bar 32 and sink downwards, regulation
The length of strut 32 shortens and is applicable to the first sloping core section 12 and slopes inwardly state.
As depicted in figs. 1 and 2, what creeping formwork support body 40 included being erected on support platform 31 is adjustable
The carrier unit 41 at joint inclination angle is located at the bracket unit 42 bottom support platform 31, support list with propping up
The rational height of unit 41 and bracket unit 42 can need to select according to practice of construction.Carrier unit
The corner of 41 is hinged so that this carrier unit 41 can by corner hinged based on realize inclination angle
Regulation, carrier unit 41 has installed regulation push rod 411, by regulation push rod 411 regulate
The inclination angle of carrier unit 41.The corner of bracket unit 42 is also hinged so that this bracket unit 42
Can by corner hinged based on realize the regulation at inclination angle, bracket unit 42 has installed regulation
Screw mandrel 421, by regulating the inclination angle of screw mandrel 421 bracket unit 42.
As it is shown in fig. 7, the vertical rod 412 of carrier unit 41 and the cross bar 413 that is 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
Form carrier unit 41, support platform 31 can arrange multiple according to required use height
Carrier unit 41, each carrier unit 41 has all installed a regulation push rod 411.Vertical rod 412
Bottom be hingeably secured on support platform 31 so that this vertical rod 412 can around hinged end to
The direction of body of wall 10 draw close or away from.The two ends of cross bar 413 are hinged with vertical rod 412 fixing, make
The junction of cross bar 413 and vertical rod 412 can relatively rotate.Vertical rod between two cross bars 413
Angularly disposed between 412 have regulation push rod 411, and this regulation push rod 411 is located on creeping formwork support body 40 vertically
Between two vertical rods 412 of the side of the alien invasion of body of wall 10, controlled by regulation push rod 411
Vertical rod 412 draw close to body of wall 10 or away from angle of inclination.Regulation push rod 411 is adjustable length
Structure, by regulate push rod 411 length adjustment, in conjunction with between cross bar 413 and vertical rod 412
It is articulated and connected so that creeping formwork support body 40 can be in frame structure, it is also possible to the frame of parallelogram
Body.Regulation push rod 411 is arranged higher than the one end away from body of wall 10 near one end of body of wall 10.When
So, regulation push rod 411 can also prop up and be located between cross bar 413 and vertical rod 412, it is also possible to will regulation
Push rod 411 is located between two cross bars 413, can realize inclination angle to carrier unit 41
Regulation.
Below to regulate shown in Fig. 7 as a example by push rod 411 is located between two vertical rods 412 regulation
The concrete regulatory function of push rod 411 illustrates: combine shown in Fig. 1 and Fig. 7, adjusts regulation push rod
The length of 411 so that vertical rod 412 tilts to the direction that body of wall 10 is drawn close, in vertical rod 412
During inclination, cross bar 413 keeps horizontal, and whole creeping formwork support body 40 is rendered as to body of wall 10 close
The state that direction tilts, so makes the operating platform of creeping formwork support body 40 still for horizontal, it is possible to carry
For the operation platform of firm safety, also make operation platform closer to body of wall 10, convenient construction.Adjust
Joint regulation push rod 411 length diminish so that vertical rod 412 to body of wall 10 away from direction tilt,
When vertical rod 412 tilts, cross bar 413 keeps horizontal, and whole creeping formwork support body 40 is rendered as to wall
Body 10 away from the state that tilts of direction, so make the operating platform of creeping formwork support body 40 still for level
Shape, using the teaching of the invention it is possible to provide the operation platform of firm safety so that operation platform is away from body of wall 10, for body of wall
Space is dodged in the construction of 10.
For guaranteeing the firm of climbing mould system structure, attached wall guide rail 23 is being risen to the first sloping core section 12
During place, the bottom of attached wall guide rail 23 is connected with the attached wall cushion block 111 in stalk section 11.At attached wall
When guide rail 23 needs to climb, then this connection is released.
As it is shown in figure 1, below the work progress of the first sloping core section is illustrated.First sloping core section is executed
In man-hour, attached wall guide rail 23 is fixed in stalk section 11, and attached wall guide rail 23 and creeping formwork rail 24 are in vertical
Straight shape, support platform 31 is in horizontal, the formwork erecting structure 51 on mobile support platform 31, makes
Obtain the template on this formwork erecting structure 51 and be resisted against at the first sloping core section to be onstructed, coordinate body of wall 10
Interior medial branch mode structure 13 together form the casting space of the first sloping core section.Now adjust support
Creeping formwork support body 40 above platform 31, shown in Fig. 7, i.e. simultaneously on adjusting pole unit 41
The regulation push rod 411 arranged, by adjusting the length of regulation push rod 411 so that carrier unit
41 to the direction of the first sloping core 12 tilt, it is preferred that adjust carrier unit 41 inclination angle with
The inclination angle of the first sloping core 12 is identical.When carrier unit 41 tilts, vertical rod 412 is inclined, horizontal
Bar 413 is still the level of state, and the operating platform arranged at carrier unit 41 top is also level,
Utilize operating platform in the casting space of the first sloping core section casting concrete to form the first sloping core section
12, utilize the creeping formwork support body of adjustable inclination to guarantee convenience and the safety of construction.
As in figure 2 it is shown, below the sloping core work progress on the first sloping core section is illustrated.First
Sloping core section 12 tilts to the inner side of body of wall 10, and the attached wall guide rail 23 climbed is connected to the first sloping core
The climbing boots 21 installed in section 12, what the bottom of this attached wall guide rail 23 and stalk section 11 were fixed is attached
Wall cushion block 111 connects fixing, and attached wall guide rail 23 is in the state tilted to the first sloping core section 12, creeping formwork
Rail 24 is fixed on attached wall guide rail 23, the state that this creeping formwork rail 24 also tilts in the first sloping core section 12,
Shown in Fig. 5, result in the side that support platform 31 is connected with creeping formwork rail 24 downward, with regulation
Support bar 32 connect one on the side, i.e. support platform 31 with regulate the side that support bar 32 is connected
In Fig. 5, the direction of arrow A is moved, and now, the length of regulation regulation support bar 32 diminishes,
Owing to support platform 31 and the connection of creeping formwork rail 24 are hinged so that this support platform 31 can be around
Rotate with the articulated section of creeping formwork rail 24, by regulation support bar 32 by support platform 31 and regulation
The side that strut 32 connects pulls down, and shown in Fig. 6, utilizes regulation support bar 32 support to be put down
Direction of arrow B along Fig. 6, side that platform 31 is connected with regulation support bar 32 is moved, until should
Support platform 31 is horizontal, it is ensured that the support of creeping formwork support body 40 consolidates, firm safety.When holding
Torr platform 31 be horizontal after, due to construction the first sloping core section 12 time, carrier unit 41 is
Skewed, now this carrier unit 41 is still skewed, can inclining without adjusting pole unit 41
Angle, the formwork erecting structure 51 on the most mobile support platform 31 carries out formwork, coordinates medial branch mode structure
13 casting space forming sloping core, then utilize the operating platform on carrier unit 41 to casting space
Interior casting concrete forms sloping core, circulates the step of the above-mentioned attached wall guide rail that climbs, until sloping core has been constructed
Become.
The bracket unit 42 installed in the bottom of support platform 31 can be arranged as required to multiple, at figure
Shown in example in, the bottom of support platform 31 is provided with two bracket unit 42.Bracket unit
41 include vertical rod 422 and cross bar 423, hinged between vertical rod 422 and cross bar 423, regulate screw mandrel
Between 421 oblique two vertical rods 422 being located at the side being perpendicular to Core Walls Structure 10, regulate screw mandrel
The adjustable length of 421, by the length adjustment of regulation 421, controls the angle of inclination of vertical rod 422.
Certainly, regulation screw mandrel 421 can also prop up and be located between two cross bars 423, it is also possible to will regulate screw mandrel
Prop up and be located between cross bar 423 and vertical rod 422, all can realize the inclination angle of bracket unit 42.Top
The top of two vertical rods 422 of the bracket unit 42 in portion is supported by I-steel and is connected to support platform
The bottom of 31.Bracket unit 42 provides working place for operator, when creeping formwork, and constructor
Member needs lower at bracket unit 42, checks the attached wall guide rail of bottom.
Below the present invention is applied the construction method of the above-mentioned climbing form system for variable cross-section wall construction
Illustrate.
The present invention applies the above-mentioned construction method for the climbing form system of sloping core construction to comprise the steps:
As it is shown in figure 1, adjust the inclination angle of the creeping formwork support body 40 being positioned on support platform 31, so that
Creeping formwork support body 40 tilts to the first sloping core section 12 to be onstructed, thus reduces on creeping formwork support body 40
The spacing of the construction area of operating platform and the first sloping core section 12, convenient construction operates, it is ensured that construction
Safety.Attached wall guide rail 23 now is fixed in stalk section 11, and attached wall guide rail 23 is vertical shape,
Creeping formwork rail 24 is connected with attached wall guide rail 23, also in vertical shape.It is connected to holding of creeping formwork rail 24 top
Torr platform 31 is horizontal, provides support smoothly for creeping formwork support body 40.By support platform 31
On formwork erecting structure 51 at body of wall 10, move to install the template of the first sloping core section 12, in coordinating
Collateral mode structure 13 defines the casting space of the first sloping core section 12, by creeping formwork support body 40 to first
After sloping core section 12 tilts, utilize operating platform the watering to the first sloping core section 12 on creeping formwork support body 40
In building space, casting concrete is the formation of the first sloping core section 12.
Shown in Fig. 2, after the first sloping core section 12 of having constructed, the first sloping core section 12 is installed
Climbing boots 21.Climb attached wall guide rail 23, by attached wall guide rail 23 and climbing in the first sloping core section 12
Boots 21 are fixing to be connected, and this attached wall guide rail 23 is in the heeling condition drawn close to the first sloping core section 12, edge
Attached wall guide rail 23 to climb creeping formwork rail 24, creeping formwork rail 24 is connected fixing with attached wall guide rail 23, by
Inclined in attached wall guide rail 23, therefore creeping formwork rail 24 also becomes heeling condition.Fig. 2 shows, attached
Wall guide rail 23 and creeping formwork rail 24 tilt in the direction drawn close to the first sloping core section 12.Owing to being laid on
The support platform 31 at creeping formwork rail 24 top is articulated and connected with creeping formwork rail 24 so that support platform 31
Can be able to rotate around the junction with creeping formwork rail 24.Utilize support platform 31 and creeping formwork rail 24 it
Between install regulation support bar 32, this regulation support bar 32 be adjustable in length structure, utilize regulation props up
Support platform 31 is adjusted to horizontal by strut 32.
A creeping formwork support body 40 being located on support platform 31 is utilized to carry out on the first sloping core section 12
Sloping core is constructed.Now, formwork erecting structure 51 is promoted to the direction of body of wall 10 so that formwork erecting structure
Template on 51, against the alien invasion to body of wall 10, coordinates medial branch mode structure 13 to form sloping core
Casting space, then pours, on the first sloping core section 12, the wall body structure that one end is new.Weigh the most again
Retire from active military service mould, climb and the step of formwork is until sloping core has been constructed.
As shown in Figure 3 and Figure 4, regulation support bar 32 includes adjusting sleeve pipe 321 He being positioned at middle part
It is screwed together in the studdle 322,323 at adjusting sleeve pipe 321 two ends, superposed studdle 322
Being fastenedly connected with support platform 31, studdle 322 fastens with support platform 31 by connecting channel-section steel
Connect.The studdle 323 being positioned at bottom is fastenedly connected with creeping formwork rail 24, by screwing regulation set
Pipe 321 regulates studdle 322,323 precession at two ends or screws out to realize regulation support bar 32
Length adjustment.It is preferred that regulation support bar 32 is located on support platform 31 away from creeping formwork rail 24
Side and the bottom of creeping formwork rail 24 between, to facilitate regulation.Concrete regulation process is: up time
Pin screws adjusting sleeve pipe 321, along with the rotation of adjusting sleeve pipe 321, makes two ends by threaded engagement
Studdle 322,323 screw out outside adjusting sleeve pipe 321, it is achieved that regulation support bar 32 length
Spending elongated, now, the side that support platform 31 is connected with regulation support bar 32 can support along with regulation
The length of bar 32 and be lifted up.Screw adjusting sleeve pipe 321 counterclockwise, along with adjusting sleeve pipe
The rotation of 321, makes the studdle 322,323 at two ends to adjusting sleeve pipe 321 by threaded engagement
Interior screw-in, it is achieved that the length of regulation support bar 32 shortens, now, support platform 31 and regulation
The side that strut 32 connects can shorten along with the length of regulation support bar 32 and sink downwards, regulation
The length of strut 32 shortens and is applicable to the heeling condition of the first sloping core 12 shown in Fig. 2.
Adjust the inclination angle of the creeping formwork support body 40 being positioned on support platform 31, including: such as Fig. 1 and Fig. 2
Shown in, creeping formwork support body 40 includes the carrier unit being erected on the adjustable inclination on support platform 31
41 are located at the bracket unit 42 bottom support platform 31, carrier unit 41 and bracket unit 42 with propping up
Rational height can according to practice of construction need select.The corner of carrier unit 41 is hinged,
Make this carrier unit 41 can by corner hinged based on realize the regulation at inclination angle, at support list
Install regulation push rod 411 in unit 41, regulated the inclination angle of carrier unit 41 by regulation push rod 411,
Utilize regulation push rod 411 can realize carrier unit 41 to the first sloping core section 12 draw close skewed
State.The corner of bracket unit 42 is also hinged so that this bracket unit 42 can hinged with corner
Based on realize the regulation at inclination angle, bracket unit 42 has installed regulation screw mandrel 421, by adjusting
The inclination angle of joint screw mandrel 421 bracket unit 42, utilizes regulation screw mandrel 421 can realize bracket list
The heeling condition that unit 42 is drawn close to the first sloping core section 12.
Carrier unit 41 includes the vertical rod 412 erecting on support platform 31 and is connected with vertical rod 412
Cross bar 413.Enclosed by cross bar 413 and vertical rod 412 and form carrier unit 41, at support platform
Multiple carrier unit 41, each carrier unit 41 can be set according to required use height on 31
On all installed one regulation push rod 411.The bottom of vertical rod 412 is hingedly fixed in support platform 31
On so that this vertical rod 412 can be drawn close around hinged end to the direction of body of wall 10 or away from；
Cross bar 413 is hinged fixing with the vertical rod 412 at two ends so that cross bar 413 and the connection of vertical rod 412
Place is rotating structure；Angularly disposed regulation push rod in vertical rod 412 between two cross bars 413
411, this regulation push rod 411 is located between the vertical rod 412 of the side being perpendicular to body of wall 10, by adjusting
Joint push rod 411 control vertical rod 412 draw close to body of wall 10 or away from angle of inclination.Regulation push rod
411 is length-adjustable structure, by regulating the length adjustment of push rod 411, in conjunction with cross bar 413 with
Being articulated and connected between vertical rod 412 so that creeping formwork support body 40 can be in frame structure, it is also possible in
The framework of parallelogram.It is preferred that the tilt adjustable of creeping formwork support body 40 is whole it is and the first sloping core section
The inclination angle of 12 is identical.Certainly, regulation push rod 411 can also prop up and be located at cross bar 413 and vertical rod 412
Between, it is also possible to regulation push rod 411 is located between two cross bars 413, can realize propping up
The regulation at the inclination angle of frame unit 41.
As a example by regulation push rod 411 shown in Fig. 7 is located between two vertical rods 412, regulation is pushed away below
The concrete regulation of bar 411 illustrates: adjust the length of regulation push rod 411 so that vertical rod
412 tilt to the direction that body of wall 10 is drawn close, and when vertical rod 412 tilts, cross bar 413 keeps level
Shape, whole carrier unit 41 is rendered as the state tilted to the direction that body of wall 10 is close, so makes
The operating platform of carrier unit 41 is still horizontal, using the teaching of the invention it is possible to provide the operation platform of firm safety, also
Make operation platform closer to body of wall 10, convenient construction.The length of regulation regulation push rod 411 diminishes,
Make vertical rod 412 to body of wall 10 away from direction tilt, when vertical rod 412 tilts, cross bar 413
Keep horizontal, whole carrier unit 41 be rendered as to body of wall 10 away from direction tilt state,
So make the operating platform of carrier unit 41 still for horizontal, using the teaching of the invention it is possible to provide the construction of firm safety
Platform so that operation platform dodges space away from body of wall 10, the construction for body of wall 10.
For guaranteeing the firm of climbing mould system structure, attached wall guide rail 23 is being risen to the first sloping core section 12
During place, the bottom of attached wall guide rail 23 is connected with stalk section 11 by attached wall cushion block 111.At attached wall
When guide rail 23 needs to climb, then this connection is released.
The bracket unit 42 installed in the bottom of support platform 31 can be arranged as required to multiple, at figure
Shown in example in, the bottom of support platform 31 is provided with two bracket unit 42.Bracket unit
41 include vertical rod 422 and cross bar 423, hinged between vertical rod 422 and cross bar 423, regulate screw mandrel
Between 421 oblique two vertical rods 422 being located at the side being perpendicular to Core Walls Structure 10, regulate screw mandrel
The adjustable length of 421, by the length adjustment of regulation 421, controls the angle of inclination of vertical rod 422.
Certainly, regulation screw mandrel 421 can also prop up and be located between two cross bars 423, it is also possible to will regulate screw mandrel
Prop up and be located between cross bar 423 and vertical rod 422, all can realize the inclination angle of bracket unit 42.Top
The top of two vertical rods 422 of the bracket unit 42 in portion is supported by I-steel and is connected to support platform
The bottom of 31.Bracket unit 42 provides working place for operator, when creeping formwork, and constructor
Member needs lower at bracket unit 42, checks the attached wall guide rail of bottom.
Utilize the inclination angle adjusting creeping formwork support body, and the operation platform reduced on creeping formwork support body is executed with sloping core section
The distance in territory, work area, convenient construction operates, and reduces construction safety risk.And creeping formwork support body is when tilting,
Being able to ensure that operation platform is horizontal, Stability Analysis of Structures is firm, it is ensured that construction safety.In stalk section and
During the climbing formwork for construction of sloping core section, climb attached wall guide rail still according to conventional method, although attached wall guide rail
At sloping core inclined, but by adjust regulation support bar so that support platform is level
Shape, would not affect the stability of creeping formwork support body on support platform, it is ensured that the construction peace of creeping formwork support body
Entirely.The climbing form method of the present invention, compared to the method for the existing ruggedized construction set up and protrude out, construction
Simplicity, operation is simple, and the regulation support bar i.e. utilizing setting is horizontal to regulate support platform,
Can be the most time-consuming, and then the construction period can be shortened.
Above in association with accompanying drawing embodiment, the present invention is described in detail, ordinary skill people in this area
The present invention can be made many variations example by member according to the above description.Thus, some details in embodiment
Should not constitute limitation of the invention, the present invention by the scope that defines using appended claims as this
The protection domain of invention.
Claims (10)
1. the climbing form system for sloping core construction, it is characterised in that including:
Attached wall guide rail, is attached to be positioned in the first sloping core section on stalk section；
It is connected to the creeping formwork rail on described attached wall guide rail；
Being layed in the support platform at described creeping formwork rail top, described support platform cuts with scissors with described creeping formwork rail
Connect；
Prop up and be located at the regulation support bar between described support platform and described creeping formwork rail；And
Propping up and be located at described support platform and adjustable inclination creeping formwork support body, described creeping formwork support body leads to
Cross adjustment inclination angle to tilt to described first sloping core section.
2. the climbing form system for sloping core construction as claimed in claim 1, it is characterised in that institute
State creeping formwork support body and include being erected on the carrier unit of the adjustable inclination on described support platform, described
The corner of carrier unit is hinged, and has installed regulation push rod on described carrier unit.
3. the climbing form system for sloping core construction as claimed in claim 1 or 2, it is characterised in that
Described creeping formwork support body also includes a bracket unit being located at described support mesa base, described bracket unit
Corner be hinged, and in described bracket unit, installed regulation screw mandrel.
4. the climbing form system for sloping core construction as claimed in claim 1, it is characterised in that institute
State regulation support bar include being positioned at the adjusting sleeve pipe at middle part and be screwed together in propping up of described adjusting sleeve pipe two ends
Support screw rod, superposed described studdle is fastenedly connected with described support platform, is positioned at bottom
Described studdle is fastenedly connected with described creeping formwork rail.
5. the climbing form system for sloping core construction as claimed in claim 1, it is characterised in that institute
The bottom stating attached wall guide rail is connected with described stalk section by attached wall cushion block.
6. a construction method for the climbing form system that application is constructed for sloping core as claimed in claim 1,
It is characterized in that, including:
Adjust the inclination angle of creeping formwork support body being positioned on described support platform so that described creeping formwork support body to
First sloping core section to be onstructed tilts；
The creeping formwork support body tilted is utilized to complete the construction of the first sloping core section；
In described first sloping core section, climbing boots is installed；
Climb attached wall guide rail, and the climbing boots of described attached wall guide rail Yu described first sloping core section is fixed this chain
Connect, so that described attached wall guide rail is in the heeling condition drawn close to described first sloping core section；
Described regulation support bar is utilized to be adjusted to horizontal by described support platform；
Described creeping formwork support body is utilized to carry out sloping core construction on described first sloping core section.
7. construction method as claimed in claim 6, it is characterised in that adjust and be positioned at described support
The inclination angle of the creeping formwork support body on platform, including:
Described creeping formwork support body includes the support list being erected on the adjustable inclination on described support platform
Unit, the corner of described carrier unit is hinged, and has installed regulation push rod on described carrier unit；
Utilize described regulation push rod regulate described carrier unit inclination angle, with realize described carrier unit to
The heeling condition that described first sloping core section is drawn close.
Construction method the most as claimed in claims 6 or 7, it is characterised in that climb attached wall guide rail
Afterwards, also include the inclination angle adjusting the creeping formwork support body being positioned at described support mesa base,
Described creeping formwork support body includes a bracket unit being located at described support mesa base, described bracket list
The corner of unit is hinged, and has installed regulation screw mandrel in described bracket unit；
Described regulation screw mandrel is utilized to regulate described bracket unit, to realize described bracket unit to described the
The heeling condition that one sloping core section is drawn close.
9. construction method as claimed in claim 6, it is characterised in that utilize described regulation to support
Described support platform is adjusted to horizontal by bar, including:
Described regulation support bar includes being positioned at the adjusting sleeve pipe at middle part and being screwed together in described adjusting sleeve pipe two
The studdle of end, the described studdle that will be located in top is fastenedly connected with described support platform, will
The described studdle being positioned at bottom is fastenedly connected with described creeping formwork rail；
When described first sloping core section slopes inwardly, screw described of described adjusting sleeve pipe regulation two ends
Support screw rod screws in described regulating sleeve, until described support platform is horizontal；
When described first sloping core section is outward-dipping, screw described of described adjusting sleeve pipe regulation two ends
Support screw rod screws out described regulating sleeve, until described support platform is horizontal.
10. construction method as claimed in claim 6, it is characterised in that climb attached wall guide rail time,
The bottom of described attached wall guide rail is connected with described stalk section by attached wall cushion block.
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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105908966A true CN105908966A (en) | 2016-08-31 |
| CN105908966B CN105908966B (en) | 2017-12-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610383392.3A Active CN105908966B (en) | 2016-06-02 | 2016-06-02 | Climbing form system and its construction method for sloping core construction |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107165412A (en) * | 2017-07-17 | 2017-09-15 | 北京市建筑工程研究院有限责任公司 | A kind of rotatable attachment device and construction method for attached plate formula creeping formwork |
| CN107558728A (en) * | 2017-06-30 | 2018-01-09 | 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 |
| 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 |
| CN108678366A (en) * | 2018-06-13 | 2018-10-19 | 四川省第六建筑有限公司 | From the huge column form frame system of angle |
| CN110945195A (en) * | 2017-06-30 | 2020-03-31 | Hws混凝土塔有限公司 | Self-climbing apparatus for vertical and quasi-vertical concrete surfaces |
| CN111705662A (en) * | 2020-05-22 | 2020-09-25 | 中建三局集团有限公司 | Deformable frame suitable for inclined structure construction |
| 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 |
| 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107558728A (en) * | 2017-06-30 | 2018-01-09 | 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 |
| CN110945195A (en) * | 2017-06-30 | 2020-03-31 | Hws混凝土塔有限公司 | Self-climbing apparatus for vertical and quasi-vertical concrete surfaces |
| CN107165412A (en) * | 2017-07-17 | 2017-09-15 | 北京市建筑工程研究院有限责任公司 | A kind of rotatable attachment device and construction method for attached plate formula creeping formwork |
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| 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 |
| CN108678366A (en) * | 2018-06-13 | 2018-10-19 | 四川省第六建筑有限公司 | From the huge column form frame system of angle |
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| CN111705662A (en) * | 2020-05-22 | 2020-09-25 | 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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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. |
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