CN107419746A - A kind of mobile formwork system and its construction method - Google Patents
A kind of mobile formwork system and its construction method Download PDFInfo
- Publication number
- CN107419746A CN107419746A CN201710823185.XA CN201710823185A CN107419746A CN 107419746 A CN107419746 A CN 107419746A CN 201710823185 A CN201710823185 A CN 201710823185A CN 107419746 A CN107419746 A CN 107419746A
- Authority
- CN
- China
- Prior art keywords
- vertical
- truss
- supporting plate
- support member
- aluminum dipping
- 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.)
- Granted
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 51
- 238000010276 construction Methods 0.000 title claims abstract description 24
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 89
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 88
- 238000007598 dipping method Methods 0.000 claims abstract description 78
- 239000004567 concrete Substances 0.000 claims description 26
- 230000001112 coagulating effect Effects 0.000 claims description 20
- 238000005266 casting Methods 0.000 claims description 16
- 239000004411 aluminium Substances 0.000 claims description 11
- 239000010720 hydraulic oil Substances 0.000 claims description 11
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 238000007493 shaping process Methods 0.000 claims description 3
- 239000010410 layer Substances 0.000 description 14
- 238000000034 method Methods 0.000 description 4
- 238000004080 punching Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000012530 fluid Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F5/00—Draining the sub-base, i.e. subgrade or ground-work, e.g. embankment of roads or of the ballastway of railways or draining-off road surface or ballastway drainage by trenches, culverts, or conduits or other specially adapted means
- E01F5/005—Culverts ; Head-structures for culverts, or for drainage-conduit outlets in slopes
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/102—Removable shuttering; Bearing or supporting devices therefor
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of mobile formwork system and its construction method, including the aluminum dipping form supporting plate of " Π " shape, horizontally disposed transverse truss beam, some tops receipts support member, the two vertical truss legs being vertically arranged, horizontal support member and some vertical support members；Chamfering is provided with the knuckle of aluminum dipping form supporting plate；Transverse truss beam is resisted against at aluminum dipping form supporting plate inside ceiling panel, the side wall of two vertical truss legs is born against on two madial walls of aluminum dipping form supporting plate, two vertical truss leg upper ends are fixedly installed respectively is arranged part with transverse truss Liangping row and side for the slip of " Qian " shape, the slip that the both ends lower pole segments of transverse truss beam are respectively sleeved at two vertical truss legs is arranged on part, slide be arranged part can transversely girder truss lower pole segments slide, top is received support member one end and is fixedly connected with transverse truss beam bottom, and the other end is fixedly connected with adjacent vertical truss leg；Support member is received at top makes the vertical truss leg of both sides draw close to middle part or be strutted to both sides by hydraulic retract or stretching, extension.
Description
Technical field
It is first suitable for underground pipe gallery, culvert and tunnel etc. the present invention relates to a kind of mobile formwork system and its construction method
The construction stage is served as a contrast, belongs to building engineering field.
Background technology
Tradition bears frame method construction culvert top plate, is taken using bowl fastening type pin hand support or the steel pipes of common Φ 48 using corner fastener
If full hall scaffold.Internal rod system is by vertical rod（According to certain advance and transfer）, cross bar（According to certain step pitch）, bridging
（Set up according to certain angle, distance, sufficiently bulky support body bridging also divides horizontal cross brace, longitudinal bridging, horizontal scissors
Support）The support system of composition, common support jacking, main joist（Lumps of wood beam）, secondary joist（Lumps of wood beam）, in roof plate template and template
The monolithic reinforced concrete structure in portion.Tradition is this to use common full hall scaffold, frame method construction culvert top plate is born, from being segmented
Into cast culvert bottom plate, full hall scaffold is set up from plate top surface layer and section, pours into a mould top plate, supported to concrete roof covering
It is raw, reach code requirement intensity, remove full hall scaffold, rod member gathers in length and breadth in support body, typically using wooden model or punching block,
It is easily damaged using wooden model, it is impossible to which multiple recycles, and expends material, also takes the engineering time；Using punching block
Words can ensure its stress, but heavier mass, installing/dismounting bother；There are a very long segment distance, segmentation installation in general cave
Dismantle numerous and diverse, be unfavorable for mobile and construct.
Notification number is that CN203684119U Chinese patent discloses a kind of integral passage formula culvert mould bases, the integral passage
Formula culvert mould bases is formed by connecting by some Pin template support frame bodies, and the vertical of two row interval layings is included per Pin template support frame bodies
Post, the entablature and sill being connected between column, are connected with chamfering beam respectively between entablature both ends and two heel posts, on
Interval is fixed with secondary joist anti-skid stud on chamfering beam, and upper chamfering beam both ends are welded by bolt joint plate and entablature, column, on
Diagonal brace is respectively equipped between crossbeam and two heel posts.The integral passage formula culvert mould bases is in work progress, and it is dismantled after installation
Still very numerous and diverse, underground pipe gallery, culvert and tunnel etc. are typically all segmented construction, to repeat to pacify during being gradually completing
Dress, labor intensive and influence integral construction progress.
The content of the invention
In order to solve the above-mentioned technical problem, the present invention provides a kind of mobile formwork system and its construction method, the movement mould
Frame system and its construction method, formwork efficiency can be effectively improved, regulation process is safer installing and using, and steadily, effectively drops
Low labor cost, shorten the duration, there is good economic benefit.
Technical scheme is as follows：
A kind of mobile formwork system, including the aluminum dipping form supporting plate of " Π " shape, horizontally disposed transverse truss beam, the receipts support of some tops
Vertical truss leg, horizontal support member and some vertical support members that part, two are vertically arranged；It is provided with the knuckle of aluminum dipping form supporting plate
Chamfering；Transverse truss beam is resisted against at aluminum dipping form supporting plate inside ceiling panel, and the side wall of two vertical truss legs is born against to be supported in aluminum dipping form
On two madial walls of plate, it is " Qian " shape that two vertical truss leg upper ends are fixedly installed with transverse truss Liangping row and side respectively
Slip is arranged part, and the slip that the both ends lower pole segments of transverse truss beam are respectively sleeved at two vertical truss legs is arranged on part, is slided
Be arranged part can transversely girder truss lower pole segments slide, top receive support member one end be fixedly connected with transverse truss beam bottom, separately
One end is fixedly connected with adjacent vertical truss leg；Support member is received at top makes the vertical truss leg of both sides by hydraulic retract or stretching, extension
Draw close to middle part or strutted to both sides；Some vertical support member upper ends are removably connected to vertical truss column bottom, lower end against
On ground；Bottom of the both ends of horizontal support member respectively with two vertical truss legs is detachably connected.
Wherein, the two side of the aluminum dipping form supporting plate is that some vertical aluminium sheets are spliced, the upper wall of aluminum dipping form supporting plate
It is spliced for some horizontally disposed and aluminium sheets vertical with transverse truss beam, is fixedly installed on two madial walls of aluminum dipping form supporting plate
There are some horizontal back cords.
Wherein, the vertical truss leg includes some the first plane girders being parallel to each other and flat for connecting some first
The double-deck bridging of face truss is cut, and double-deck bridging is cut to be parallel to each other and the "×" shape parallel with aluminum dipping form supporting plate side wall including two
Bracing piece, the end of two bracing pieces is fixedly connected with the plane girder of front end first and rearmost end the first plane girder,
Slip is arranged part and is arranged at the first plane girder upper end.
Wherein, the transverse truss beam includes some along the second plane girders for being parallel to each other of hole trend, and adjacent second
It is fixedly connected between plane girder by some connectors；The lower pole segments of second plane girder are set in slip and are arranged on part.
Wherein, the vertical support member and horizontal support member are mechanical lead screw, the vertical support member upper end and vertical purlin
Trestle bottom thread connects；The both ends of the horizontal support member are threadedly coupled with two vertical truss legs respectively.
Wherein, the mobile formwork system, in addition to one the auxiliary between two vertical truss leg and transverse truss beams
Support meanss, auxiliary support apparatus include base, the spherical support maincenter part that is fixed on base and it is some be distributed in it is spherical
Support hub part surrounding and the hydraulic part being obliquely installed；Spherical cavity is provided with the middle part of spherical support maincenter part；Hydraulic part bag
Include hydraulic cylinder and piston rod, one end is connected with cavity inside hydraulic cylinder, and piston rod one end is set in hydraulic cylinder, the other end against
In on transverse truss beam or vertical truss leg, cavity bottom connects a hydraulic oil in-line, is set on hydraulic oil in-line
There is magnetic valve.
Wherein, the side of base bottom two is respectively arranged with swinging mounting, and universal wheel is fixedly installed on swinging mounting,
Swinging mounting rotates down rear universal wheel contact ground.
Wherein, the piston rod, which is resisted against on one end of transverse truss beam or vertical truss leg, is further fixedly arranged on buffering
Pad.
A kind of construction method of mobile formwork system is as follows based on above-mentioned mobile formwork system, step：
S1, formwork：The porch in cave has poured concrete, and mobile formwork system is transported into specified station, aluminum dipping form support
Plate outer surface is coated with releasing agent, and top receives support member and strutted two vertical truss legs to aluminum dipping form support to both sides by hydraulic pressure stretching, extension
In the side wall of plate, transverse truss beam and aluminum dipping form supporting plate are propped up upwards by a support equipment, it is perpendicular that transverse truss sill bolt two
Lift to truss leg, after workmen detects that the erection of aluminum dipping form supporting plate meets standard, by horizontal support member and vertical support
Part is fixed on two vertical truss legs, and the front end of mobile formwork system is erected at entrance concrete；
S2, casting concrete：It is mixed toward being poured between the aluminum dipping form supporting plate of the middle rear end of step S1 mobile formwork system and cave
Solidifying soil is quiet to form the second coagulating layer toward casting concrete between cave and vertical support member lower end to form the first coagulating layer
Put, until the first coagulating layer and the firm shaping of the second coagulating layer；
S3, receive mould：One transport carriage is travelled to transverse truss beam, manually unclamps horizontal support member, vertical truss leg and aluminium
It is no longer abut against between mould supporting plate, top receives support member and drawn close the vertical truss leg of both sides to middle part by hydraulic retract, manually
Vertical support member is unclamped, is no longer abut against between transverse truss beam and aluminum dipping form supporting plate, vertical truss leg and transverse truss after drawing close
Beam is dropped down onto on transport carriage, and aluminum dipping form supporting plate is also dropped down onto on transport carriage down, and transport carriage carrys mobile formwork system traveling
To next station；
S4, again formwork, after reaching station, top receives support member and is strutted the vertical truss leg of both sides to both sides by hydraulic pressure stretching, extension
To the side wall of aluminum dipping form supporting plate, transport carriage drives away, by a support equipment that aluminum dipping form supporting plate and transverse truss beam is upward
To prop up, transverse truss sill bolt two vertical truss legs and lifted, after workmen detects that the erection of aluminum dipping form supporting plate meets standard,
Horizontal support member and vertical support member are fixed on two vertical truss legs, transverse truss beam and vertical truss leg support with aluminum dipping form
Abutted between plate, the front end of mobile formwork system is between the first coagulating layer and the second coagulating layer；
S5, again casting concrete, toward between the aluminum dipping form supporting plate of the middle rear end of the mobile formwork system in step S4 and cave
Casting concrete, toward casting concrete between cave and vertical support member lower end, stand；
S6, step S3 is returned to, until construction is exported to cave and terminated.
The present invention has the advantages that：
1st, the present invention can effectively improve formwork efficiency, and installing and using, regulation process is safer, steadily, effectively reduces labour
Cost, shorten the duration, there is good economic benefit.
2nd, the present invention use aluminum dipping form supporting plate, lighter weight, removes and installs conveniently, can recycled for multiple times, aluminum dipping form supports
Cooperated between plate and transverse truss beam and two vertical truss legs, and can enough increases overall soundness, that is, solves
Wooden model expends materials'use number and easily scrapped less, solves the problems, such as that punching block removes and installs trouble again, and pass through truss knot
Structure, top receive the blessing that support member receives support and horizontal support member and some vertical support members so that stress can be guaranteed, side
Just move so that greatly reduce labour's loss, shorten the duration, ensure construction quality.
3rd, firm stauros is formd between the vertical aluminium sheet and back cord of the two side of aluminum dipping form supporting plate of the invention
Structure, it is not flexible, be provided with back cord also to be advantageous to against more firm between aluminum dipping form supporting plate and vertical truss leg to improve it is whole
The load performance of body；Firm cross structure is also form between the aluminium sheet and transverse truss beam of the upper wall of aluminum dipping form supporting plate, is had
Beneficial to the load performance for improving entirety.
4th, the present invention is provided with double-deck bridging and cut to improve the steadiness of vertical truss leg, preferably to play support
Effect.
5th, the vertical support member of the present invention and horizontal support member are mechanical lead screw, and using threaded connection, convenient dismounting also can
The vertical and horizontal pressure of carrying.
6th, the construction method of mobile formwork system of the invention, mobile formwork system are conveniently dismantled and moved in work progress
Dynamic, and can enough ensures mechanical property, in the case where ensureing construction quality, advantageously reduces labor cost, simplification was constructed
Journey, shorten the duration.
7th, the present invention is provided with auxiliary support apparatus, there is provided the skewed horizontal load of all directions, when the pressure in some direction
When excessive, hydraulic oil is extruded into spherical cavity, and the hydraulic oil of the pressure after extruding is dispersed on other each hydraulic parts, with
Keep overall to consolidate so that the concrete of cast is not allowed yielding.
Brief description of the drawings
Fig. 1 is the overall positive structure schematic of the present invention；
Fig. 2 is Fig. 1 of the present invention sectional view along A-A edges；
Fig. 3 is the overall stereo-resolution structural representation of the present invention；
Fig. 4 is the vertical truss leg structural representation of the side of the present invention；
Fig. 5 is the double-deck bridging shear structure schematic diagram of the present invention；
Fig. 6 is the positive structure schematic of another embodiment of the present invention；
Fig. 7 is the internal structure schematic diagram of the auxiliary support apparatus of the present invention.
Reference is expressed as in figure：
Support member, the vertical truss legs of 4-, 41- cunnings are received in 1- aluminum dipping forms supporting plate, 2- transverse truss beam, the plane girders of 21- second, 3- tops
It is dynamic to be arranged that part, the plane girders of 42- first, 43- bilayer bridgings are cut, 431- bracing pieces, 5- horizontal support members, 6- are supported vertically
Part, 7- back cords, 8- connectors, 9- auxiliary support apparatus, 91- bases, 92- spherical support maincenters part, 93- hydraulic parts, 94- are empty
Chamber, 95- hydraulic cylinders, 96- piston rods, 97- hydraulic oil in-line, 98- magnetic valves, 901- swinging mountings, 902- universal wheels,
903- cushion pads, the coagulating layers of 100- first, the coagulating layers of 200- second.
Embodiment
The present invention will be described in detail with specific embodiment below in conjunction with the accompanying drawings.
Referring to Fig. 1-5, a kind of mobile formwork system, including the aluminum dipping form supporting plate 1 of " Π " shape, horizontally disposed transverse truss
Beam 2, some tops receive vertical truss leg 4, horizontal support member 5 and some vertical support members 6 that support member 3, two is vertically arranged；Aluminum dipping form
Chamfering is provided with the knuckle of supporting plate 1；Transverse truss beam 2 is resisted against at the inside ceiling panel of aluminum dipping form supporting plate 1, two vertical truss legs 4
Side wall bear against on two madial walls of aluminum dipping form supporting plate 1, the two vertical upper ends of truss leg 4 be fixedly installed respectively with laterally
Girder truss 2 is parallel and side is arranged part 41 for the slip of " Qian " shape, and the both ends lower pole segments of transverse truss beam 2 are respectively sleeved at two
The slip of vertical truss leg 4 is arranged on part 41, slide be arranged part 41 can the lower pole segments of transversely girder truss 2 slide, top is received
The one end of support member 3 is fixedly connected with the bottom of transverse truss beam 2, and the other end is fixedly connected with adjacent vertical truss leg 4；Receive support in top
Part 3 makes the vertical truss leg 4 of both sides draw close to middle part or be strutted to both sides by hydraulic retract or stretching, extension；Some vertical support members
6 upper ends are removably connected to the vertical bottom of truss leg 4, and lower end is resisted against ground；The both ends of horizontal support member 5 are vertical with two respectively
The bottom of truss leg 4 is detachably connected.Using aluminum dipping form supporting plate 1, lighter weight, remove and install conveniently, can recycled for multiple times,
Cooperated between 2 and two vertical truss leg 4 of aluminum dipping form supporting plate 1 and transverse truss beam, and can enough increases overall firm journey
Degree, that is, solve wooden model consuming materials'use number and easily scrap less, solve the problems, such as that punching block removes and installs trouble again, and
The blessing of the support of the receipts of support member 3 and horizontal support member 5 and some vertical support members 6 is received by truss structure, top so that stress energy
Guarantee is accessed, is moved easily so that greatly reduces labour's loss, shortens the duration, ensure construction quality.
Referring to Fig. 3, the two side of the aluminum dipping form supporting plate 1 is spliced for some vertical aluminium sheets, aluminum dipping form supporting plate 1
Upper wall is spliced for some horizontally disposed and aluminium sheets vertical with transverse truss beam 2, solid on two madial walls of aluminum dipping form supporting plate 1
Surely some horizontal back cords 7, the insufficient strength of aluminum dipping form supporting plate 1, the vertical aluminium sheet of the two side of aluminum dipping form supporting plate 1 are provided with
Firm cross structure is formd between back cord 7, it is not flexible, it is provided with back cord 7 and also causes aluminum dipping form supporting plate 1 and vertical purlin
Against more firm between trestle 4, be advantageous to improve overall load performance；The aluminium sheet of the upper wall of aluminum dipping form supporting plate 1 and horizontal purlin
Set a roof beam in place and also form firm cross structure between 2, be advantageous to improve overall load performance.
Referring to 2 and Fig. 3, the vertical truss leg 4 includes some the first plane girders 42 being parallel to each other along hole trend
Cut 43 with for connecting the double-deck bridging of some first plane girders 42, double-deck bridging cut 43 be parallel to each other including two and with
The bracing piece 431 of the parallel "×" shape of the side wall of aluminum dipping form supporting plate 1, the ends of two bracing pieces 431 respectively with the plane of front end first
Truss 42 is fixedly connected with the first plane girder of rearmost end 42, and slip is arranged part 41 and is arranged at the upper end of the first plane girder 42.If
It is equipped with double-deck bridging and cuts 43 to improve the steadiness of vertical truss leg 4, preferably to play a supporting role.
Referring to Fig. 1 and Fig. 3, the transverse truss beam 2 includes some the second plane girders being parallel to each other along hole trend
21, it is fixedly connected by some connectors 8 between adjacent second plane girder 21；The lower pole segments of second plane girder 21 are arranged
It is arranged in slip on part 41.
Referring to Fig. 1 and Fig. 3, the vertical support member 6 and horizontal support member 5 are mechanical lead screw, on the vertical support member 6
End is connected with the vertical bottom thread of truss leg 4, convenient dismounting；The both ends of the horizontal support member 5 respectively with two vertical truss legs 4
Threaded connection, convenient dismounting.Concrete is fluid state or semi-fluid figure after pouring, and some vertical support members 6 carry concrete
The vertical pressure of block, the pressure in the load level direction of horizontal support member 5.
Referring to Fig. 6 and Fig. 7, in another embodiment, it is with above-mentioned difference：The mobile formwork system, in addition to
One auxiliary support apparatus 9 between two vertical truss legs 4 and transverse truss beam 2, auxiliary support apparatus 9 include base 91,
The spherical support maincenter part 92 that is fixed on base 91 and some it are distributed in the surrounding of spherical support maincenter part 92 and are obliquely installed
Hydraulic part 93；The middle part of spherical support maincenter part 92 is provided with spherical cavity 94；Hydraulic part 93 includes hydraulic cylinder 95 and piston
Bar 96, the inside one end of hydraulic cylinder 95 are connected with cavity 94, and the one end of piston rod 96 is set in hydraulic cylinder 95, and the other end is resisted against horizontal stroke
To on girder truss 2 or vertical truss leg 4, the bottom of cavity 94 connects a hydraulic oil in-line 97, on hydraulic oil in-line 97
It is provided with magnetic valve 98；The side of 91 bottom of base two is respectively arranged with swinging mounting 901, is fixedly installed on swinging mounting 901
Universal wheel 902, swinging mounting 901 rotate down rear universal wheel 902 and contact ground.The piston rod 96 is resisted against transverse truss beam
Cushion pad 903 is further fixedly arranged on one end of 2 or vertical truss legs 4.In use, remaining structure of mobile formwork system has been pacified
After installing, magnetic valve 98 is opened, and by hydraulic oil in-line 97 toward hydraulic oil is entered in cavity 94, piston rod 96 stretches, each
After the cushion pad 903 of piston rod 96 is resisted against transverse truss beam 2 or vertical truss leg 4, stop oil-feed, magnetic valve 98 is closed；
In casting process, during discontinuity, each piston rod 96 can disperse pressure, ensure construction safety and construction quality.Set
There are swinging mounting 901 and universal wheel 902 to facilitate the movement of auxiliary support apparatus 9 so that construction is more convenient.
A kind of construction method of mobile formwork system is as follows based on above-mentioned mobile formwork system, step：
S1, formwork：The porch in cave has poured concrete, and mobile formwork system is transported into specified station, aluminum dipping form support
The outer surface of plate 1 is coated with releasing agent, and top receives support member 3 and strutted two vertical truss legs 4 to aluminum dipping form to both sides by hydraulic pressure stretching, extension
In the side wall of supporting plate 1, transverse truss beam 2 and aluminum dipping form supporting plate 1 are propped up upwards by a support equipment, transverse truss beam 2
Lift with two vertical truss legs 4, after workmen detects that the erection of aluminum dipping form supporting plate 1 meets standard, by horizontal support member 5
It is fixed to vertical support member 6 on two vertical truss legs 4, the front end of mobile formwork system is erected at entrance concrete；
S2, casting concrete：It is mixed toward being poured between the aluminum dipping form supporting plate 1 of the middle rear end of step S1 mobile formwork system and cave
Solidifying soil is to form the first coagulating layer 100, toward casting concrete between cave and the lower end of vertical support member 6 to form the second coagulating layer
200, stand, until the first coagulating layer 100 and the firm shaping of the second coagulating layer 200；
S3, receive mould：One transport carriage is travelled to the lower section of transverse truss beam 2, artificial to unclamp horizontal support member 5, vertical truss leg 4 with
It is no longer abut against between aluminum dipping form supporting plate 1, top receives support member 3 and is drawn close the vertical truss leg 4 of both sides to middle part by hydraulic retract,
Vertical support member 6 is manually unclamped, is no longer abut against between transverse truss beam 2 and aluminum dipping form supporting plate 1, the vertical He of truss leg 4 after drawing close
Transverse truss beam 2 is dropped down onto on transport carriage, and aluminum dipping form supporting plate 1 is also dropped down onto on transport carriage down, and transport carriage carrys mobile mould
Frame system is travelled to next station；
S4, again formwork, after reaching station, top is received support member 3 and stretched by hydraulic pressure by the vertical truss leg 4 of both sides to two side stays
Open to the side wall of aluminum dipping form supporting plate 1, transport carriage drives away, by a support equipment by aluminum dipping form supporting plate 1 and transverse truss beam 2
Prop up upwards, transverse truss beam 2 lifts with two vertical truss legs 4, and workmen detects that the erection of aluminum dipping form supporting plate 1 meets
After standard, horizontal support member 5 and vertical support member 6 are fixed on two vertical truss legs 4, transverse truss beam 2 and vertical truss
Abutted between post 4 and aluminum dipping form supporting plate 1, the front end of mobile formwork system be located at the first coagulating layer 100 and the second coagulating layer 200 it
Between；
S5, again casting concrete, toward between the aluminum dipping form supporting plate 1 of the middle rear end of the mobile formwork system in step S4 and cave
Casting concrete, toward casting concrete between cave and the lower end of vertical support member 6, stand；
S6, step S3 is returned to, until construction is exported to cave and terminated.
Embodiments of the invention are the foregoing is only, are not intended to limit the scope of the invention, it is every to utilize this hair
The equivalent structure or equivalent flow conversion that bright specification and accompanying drawing content are made, or directly or indirectly it is used in other related skills
Art field, is included within the scope of the present invention.
Claims (9)
- A kind of 1. mobile formwork system, it is characterised in that：Include the aluminum dipping form supporting plate of " Π " shape（1）, horizontally disposed horizontal purlin Set a roof beam in place（2）, some tops receive support member（3）, the two vertical truss legs being vertically arranged（4）, horizontal support member（5）With some vertical branch Support member（6）；Aluminum dipping form supporting plate（1）Knuckle at be provided with chamfering；Transverse truss beam（2）It is resisted against aluminum dipping form supporting plate（1）Interior top At plate, two vertical truss legs（4）Side wall bear against in aluminum dipping form supporting plate（1）Two madial walls on, two vertical truss legs（4） Upper end is fixedly installed and transverse truss beam respectively（2）Parallel and side is arranged part for the slip of " Qian " shape（41）, transverse truss Beam（2）Both ends lower pole segments be respectively sleeved at two vertical truss legs（4）Slip be arranged part（41）On, slip is arranged part（41） Can transversely girder truss（2）Lower pole segments slide, top receive support member（3）One end and transverse truss beam（2）Bottom is fixedly connected, The other end and adjacent vertical truss leg（4）It is fixedly connected；Receive support member in top（3）The perpendicular of both sides is made by hydraulic retract or stretching, extension To truss leg（4）Draw close to middle part or strutted to both sides；Some vertical support members（6）Upper end is removably connected to vertical truss leg （4）Bottom, lower end are resisted against ground；Horizontal support member（5）Both ends respectively with two vertical truss legs（4）Bottom detachably connect Connect.
- 2. mobile formwork system according to claim 1, it is characterised in that：The aluminum dipping form supporting plate（1）Two side be Some vertical aluminium sheets are spliced, aluminum dipping form supporting plate（1）Upper wall for it is some horizontally disposed and with transverse truss beam（2）Vertically Aluminium sheet be spliced, aluminum dipping form supporting plate（1）Two madial walls on be fixedly installed some horizontal back cords（7）.
- 3. mobile formwork system according to claim 2, it is characterised in that：The vertical truss leg（4）Including some phases Mutually the first parallel plane girder（42）With for connecting some first plane girders（42）Double-deck bridging cut（43）, it is double-deck Bridging is cut（43）Be parallel to each other including two and with aluminum dipping form supporting plate（1）The bracing piece of the parallel "×" shape of side wall（431）, two add Strong bar（431）End and the plane girder of front end first（42）And rearmost end the first plane girder（42）It is fixedly connected, Slip is arranged part（41）It is fixedly installed on the first plane girder（42）Upper end.
- 4. mobile formwork system according to claim 3, it is characterised in that：The transverse truss beam（2）Including some edges The second plane girder that hole trend is parallel to each other（21）, adjacent second plane girder（21）Between pass through some connectors（8） It is fixedly connected；Second plane girder（21）Lower pole segments be set in slip and be arranged part（41）On.
- 5. mobile formwork system according to claim 4, it is characterised in that：The vertical support member（6）And horizontal support Part（5）For mechanical lead screw, the vertical support member（6）Upper end and vertical truss leg（4）Bottom thread connects；The horizontal support Part（5）Both ends respectively with two vertical truss legs（4）Threaded connection.
- 6. the mobile formwork system according to any claim in claim 1-5, it is characterised in that：Also it is located at including one Two vertical truss legs（4）With transverse truss beam（2）Between auxiliary support apparatus（9）, auxiliary support apparatus（9）Including base （91）, be fixed on base（91）On spherical support maincenter part（92）And some it is distributed in spherical support maincenter part（92）Surrounding And the hydraulic part being obliquely installed（93）；Spherical support maincenter part（92）Middle part is provided with spherical cavity（94）；Hydraulic part（93） Including hydraulic cylinder（95）And piston rod（96）, hydraulic cylinder（95）Internal one end and cavity（94）Connection, piston rod（96）One end covers It is located at hydraulic cylinder（95）Interior, the other end is resisted against transverse truss beam（2）Or vertical truss leg（4）On, cavity（94）Bottom connects One hydraulic oil in-line（97）, hydraulic oil in-line（97）On be provided with magnetic valve（98）.
- 7. mobile formwork system according to claim 6, it is characterised in that：The base（91）The side of bottom two is set respectively It is equipped with swinging mounting（901）, swinging mounting（901）On be fixedly installed universal wheel（902）, swinging mounting（901）Rotate down Universal wheel afterwards（902）Contact ground.
- 8. mobile formwork system according to claim 7, it is characterised in that：The piston rod（96）It is resisted against transverse truss Beam（2）Or vertical truss leg（4）One end on be further fixedly arranged on cushion pad（903）.
- A kind of 9. construction method of mobile formwork system, based on the movement described in any claim in the claims 1-5 Formwork system, it is characterised in that：Step is as follows：S1, formwork：The porch in cave has poured concrete, and mobile formwork system is transported into specified station, aluminum dipping form support Plate（1）Outer surface is coated with releasing agent, and support member is received at top（3）Stretched by hydraulic pressure by two vertical truss legs（4）Strutted to both sides To aluminum dipping form supporting plate（1）Side wall on, by a support equipment by transverse truss beam（2）With aluminum dipping form supporting plate（1）Prop up upwards, Transverse truss beam（2）With two vertical truss legs（4）Lift, workmen detects aluminum dipping form supporting plate（1）Erection meet mark After standard, by horizontal support member（5）With vertical support member（6）Fixed to two vertical truss legs（4）On, the front end of mobile formwork system It is erected at entrance concrete；S2, casting concrete：Toward the aluminum dipping form supporting plate of the middle rear end of step S1 mobile formwork system（1）Poured between cave Concrete is to form the first coagulating layer（100）, toward cave and vertical support member（6）Casting concrete is to form second between lower end Coagulating layer（200）, stand, until the first coagulating layer（100）With the second coagulating layer（200）Firm shaping；S3, receive mould：One transport carriage is travelled to transverse truss beam（2）Lower section, manually unclamp horizontal support member（5）, vertical truss Post（4）With aluminum dipping form supporting plate（1）Between be no longer abut against, top receive support member（3）By hydraulic retract by the vertical truss leg of both sides （4）Drawn close to middle part, manually unclamp vertical support member（6）, transverse truss beam（2）With aluminum dipping form supporting plate（1）Between be no longer abut against, Draw close rear vertical truss leg（4）With transverse truss beam（2）Drop down onto on transport carriage, aluminum dipping form supporting plate（1）Also it is small that transhipment is dropped down onto down Che Shang, transport carriage carry mobile formwork system and travelled to next station；S4, again formwork, after reaching station, support member is received at top（3）Stretched by hydraulic pressure by the vertical truss leg of both sides（4）To two Side stay is opened to aluminum dipping form supporting plate（1）Side wall on, transport carriage drives away, by a support equipment by aluminum dipping form supporting plate（1）And horizontal stroke To girder truss（2）Prop up upwards, transverse truss beam（2）With two vertical truss legs（4）Lift, workmen detects aluminum dipping form branch Fagging（1）Erection meet standard after, by horizontal support member（5）With vertical support member（6）Fixed to two vertical truss legs（4） On, transverse truss beam（2）With vertical truss leg（4）With aluminum dipping form supporting plate（1）Between abut, the front end of mobile formwork system is located at First coagulating layer（100）With the second coagulating layer（200）Between；S5, again casting concrete, toward the aluminum dipping form supporting plate of the middle rear end of the mobile formwork system in step S4（1）With cave it Between casting concrete, toward cave and vertical support member（6）Casting concrete between lower end, stand；S6, step S3 is returned to, until construction is exported to cave and terminated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710823185.XA CN107419746B (en) | 2017-09-13 | 2017-09-13 | Movable formwork system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710823185.XA CN107419746B (en) | 2017-09-13 | 2017-09-13 | Movable formwork system and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107419746A true CN107419746A (en) | 2017-12-01 |
| CN107419746B CN107419746B (en) | 2023-09-05 |
Family
ID=60432307
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710823185.XA Active CN107419746B (en) | 2017-09-13 | 2017-09-13 | Movable formwork system and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107419746B (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208890A (en) * | 2018-10-30 | 2019-01-15 | 庆益石家庄建材租赁有限公司 | Truss and truss aluminium alloy tunnel form for aluminum alloy mould plate |
| CN110173103A (en) * | 2019-06-24 | 2019-08-27 | 北京港源幕墙有限公司 | Adhesion type removable multifunctional aerial work platform |
| CN110284904A (en) * | 2019-07-01 | 2019-09-27 | 湖南五新隧道智能装备股份有限公司 | A kind of lining trolley and its construction method |
| CN111082227A (en) * | 2019-12-31 | 2020-04-28 | 河南爱科瑞特电子科技有限公司 | Vehicle-mounted self-unfolding logarithmic period antenna and use method |
| CN111851328A (en) * | 2020-07-06 | 2020-10-30 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
| CN113089511A (en) * | 2021-03-18 | 2021-07-09 | 湖北正鑫铝模科技有限公司 | Water diversion hole supporting aluminum mold and assembling method |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201196094Y (en) * | 2008-05-22 | 2009-02-18 | 中铁十一局集团第一工程有限公司 | Hydraulic template trolley for rail tunnel liner concrete |
| CN103046740A (en) * | 2013-01-11 | 2013-04-17 | 上海建工集团股份有限公司 | Large-span moving-door type combined formwork system |
| CN206016835U (en) * | 2016-09-06 | 2017-03-15 | 中交第一航务工程局有限公司 | Tunnel and subway engineering diameter Changeable Model chassis |
| CN106894828A (en) * | 2017-04-28 | 2017-06-27 | 武汉科技大学 | A kind of adjustable piping lane mould bases chassis wide |
-
2017
- 2017-09-13 CN CN201710823185.XA patent/CN107419746B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201196094Y (en) * | 2008-05-22 | 2009-02-18 | 中铁十一局集团第一工程有限公司 | Hydraulic template trolley for rail tunnel liner concrete |
| CN103046740A (en) * | 2013-01-11 | 2013-04-17 | 上海建工集团股份有限公司 | Large-span moving-door type combined formwork system |
| CN206016835U (en) * | 2016-09-06 | 2017-03-15 | 中交第一航务工程局有限公司 | Tunnel and subway engineering diameter Changeable Model chassis |
| CN106894828A (en) * | 2017-04-28 | 2017-06-27 | 武汉科技大学 | A kind of adjustable piping lane mould bases chassis wide |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109208890A (en) * | 2018-10-30 | 2019-01-15 | 庆益石家庄建材租赁有限公司 | Truss and truss aluminium alloy tunnel form for aluminum alloy mould plate |
| CN110173103A (en) * | 2019-06-24 | 2019-08-27 | 北京港源幕墙有限公司 | Adhesion type removable multifunctional aerial work platform |
| CN110173103B (en) * | 2019-06-24 | 2024-05-31 | 北京港源幕墙有限公司 | Attached detachable multifunctional aerial work platform |
| CN110284904A (en) * | 2019-07-01 | 2019-09-27 | 湖南五新隧道智能装备股份有限公司 | A kind of lining trolley and its construction method |
| CN111082227A (en) * | 2019-12-31 | 2020-04-28 | 河南爱科瑞特电子科技有限公司 | Vehicle-mounted self-unfolding logarithmic period antenna and use method |
| CN111851328A (en) * | 2020-07-06 | 2020-10-30 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
| CN111851328B (en) * | 2020-07-06 | 2021-08-27 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
| CN113089511A (en) * | 2021-03-18 | 2021-07-09 | 湖北正鑫铝模科技有限公司 | Water diversion hole supporting aluminum mold and assembling method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107419746B (en) | 2023-09-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107419746A (en) | A kind of mobile formwork system and its construction method | |
| CN101117791B (en) | Abnormal shape steel case and orthotropic plate bottom formwork combined type moving die carrier framework and construction method thereof | |
| CN104695337B (en) | Self-lifting sliding and turnover construction system and construction method | |
| CN110331668A (en) | A kind of back-cable-free cable-stayed bridge inclined in two-way V-shaped bridge tower construction method | |
| CN206110656U (en) | Scalable foldable integrally lift up tube formwork of elevartor shaft | |
| CN110130937B (en) | Tunnel construction trolley | |
| CN109881587B (en) | Integral installation method of main tower upper cross beam support in strong wind environment | |
| CN110700119A (en) | Upper traveling system of assembled Bailey beam hanging basket and design method thereof | |
| CN103469735B (en) | The installation method of the formwork of the solid section of the pier top of the hollow column and slab pier with curved superelevation | |
| CN211420881U (en) | Movable formwork for concrete construction of overhanging wing plate of steel-concrete composite beam | |
| CN109944164B (en) | Self-elevating hollow thin-wall pier roller die system and construction method thereof | |
| CN111705677A (en) | A smooth frame that rises for high pier stud turns over mould construction | |
| CN109469204A (en) | Fabricated steel reinforced concrete mixed frame structure based on superposed beams and construction method | |
| CN207211196U (en) | A kind of mobile formwork system | |
| CN202064281U (en) | Slip form frame | |
| CN207092331U (en) | Combined type reinforced truss floor support plate | |
| CN203034799U (en) | Tower hoist standard knot bearing overhead support formwork steel platform structure | |
| CN110700112B (en) | Movable formwork for steel-concrete composite Liang Xuantiao wing plate concrete construction and construction method | |
| CN119021099A (en) | An integrated upward movable mold frame | |
| CN115369748B (en) | Construction method of formwork system for integrally pouring bridge pier and tie beam | |
| CN201943350U (en) | Supporting steel frame for die holder of high-altitude large span overhanging structure | |
| CN215164738U (en) | Tied-rod arch type fast-splicing support | |
| CN214573768U (en) | Self-climbing sliding formwork pouring system for second-stage concrete pouring of gate slot | |
| CN214883071U (en) | Porous cast-in-situ box culvert bottom plate template system | |
| CN210798994U (en) | Concrete structure wall body unilateral template structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information | ||
| CB02 | Change of applicant information |
Address after: 350015 Jinlan Building, 33 Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province, 2002 (Free Trade Test Zone) Applicant after: Fujian Jianzhong Construction Technology Co.,Ltd. Address before: 350015 Jinlan Building, 33 Zhaoqiang Road, Mawei District, Fuzhou City, Fujian Province, 2002 (Free Trade Test Zone) Applicant before: FUJIAN JIANZHONG CONSTRUCTION TECHNOLOGY CO.,LTD. |
|
| GR01 | Patent grant | ||
| GR01 | Patent grant |