CN109162203A - One kind being used for the molding sliding form apparatus of concreting - Google Patents
One kind being used for the molding sliding form apparatus of concreting Download PDFInfo
- Publication number
- CN109162203A CN109162203A CN201811042475.1A CN201811042475A CN109162203A CN 109162203 A CN109162203 A CN 109162203A CN 201811042475 A CN201811042475 A CN 201811042475A CN 109162203 A CN109162203 A CN 109162203A
- Authority
- CN
- China
- Prior art keywords
- template
- concrete
- concreting
- formwork
- formwork cloth
- 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.)
- Pending
Links
- 238000000465 moulding Methods 0.000 title claims abstract description 14
- 238000009415 formwork Methods 0.000 claims abstract description 76
- 239000004744 fabric Substances 0.000 claims abstract description 74
- 238000010276 construction Methods 0.000 claims abstract description 27
- 230000000694 effects Effects 0.000 claims abstract description 11
- 230000009194 climbing Effects 0.000 claims abstract description 8
- 230000000670 limiting effect Effects 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 12
- 230000001360 synchronised effect Effects 0.000 claims description 7
- 238000005266 casting Methods 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims description 5
- 230000000630 rising effect Effects 0.000 claims description 3
- 230000008901 benefit Effects 0.000 abstract description 5
- 230000001737 promoting effect Effects 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 10
- 238000012423 maintenance Methods 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- 239000011324 bead Substances 0.000 description 6
- 230000014759 maintenance of location Effects 0.000 description 6
- 238000004080 punching Methods 0.000 description 3
- 238000007493 shaping process Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004323 axial length Effects 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/14—Towers; Anchors ; Connection of cables to bridge parts; Saddle supports
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to concrete pouring construction technical fields, are used for the molding sliding form apparatus of concreting in particular to one kind.Including multiple spaced apart lift units；The lift unit includes that climbing of being arranged in a vertical direction and is supported in the lifting bracket to climb on bar at bar；The lifting bracket is across the door shaped stent on concreting region, and lifting bracket lower end is provided with template positioned opposite two-by-two；Hydraulic device for driving lifting bracket vertically movable is installed on the bar that climbs；The automatic laying device to laying formwork cloth on the inside of template is provided on the outside of the template.The present invention has the advantages that high degree of automation, high construction efficiency, safe and reliable, good with prospect, construction effect, has great promotional value.
Description
Technical field
The present invention relates to concrete pouring construction technical fields, are used for the molding sliding formwork of concreting in particular to one kind
Device.
Background technique
With the deep development of bridge construction technology, now with more and more long-span bridge high towers, extensive caisson etc. is mixed
Solidifying soil construction, it is that can engineering obtain that time is pressing and the task is heavy, and cost pressure is big, and how safe and efficient fast, economical is constructed
The key factor of economic benefit.
Currently, sliding mode technology after decades of development, achieves certain progress, but there is problems:
1. formwork structure is from great, using traditional steel machine-shaping, low in cost and panel is easy corrosion, and existing
Cleaning difficulty is big when field uses, assembled, and installation, dismounting need to be by lifting equipment；
2. presentation quality is poor, at present country's sliding formwork in use, without special instrument test concrete just
Solidifying intensity, carries out judging sliding time point often through artificial experience, when causing template sliding upwards, is easy to concrete surface
Phenomena such as generation-plucking, damage；
3. hydraulic pressure lift is used and is manually controlled, and when carrying out concrete construction, need dozens of hydraulic jack
Synchronous lifting, to make sliding mode system that deviation not occur in uphill process, each hydraulic jack is needed while being transmitted centainly
It is hydraulic, by manually controlling, it is impossible to very closely regulate and control hydraulic jack, will lead to card mold or deviation, influence concrete
Face shaping；
4. current sliding mode system does not measure and deviation-correcting function, sliding formwork is during integrally climbing it is possible that deviation is led
The concrete structure for finally pouring out is caused error and offset occur, influence pours result.
China such as entitled " the porous vertical shaft slide model constructing device of labyrinth " of Patent No. " CN202644495U " is real
With new patent, which is fixed on template on bracket, and pole-climbing is arranged in bracket two sides, jack is installed in pole-climbing, by same
Step lifting jack is moved along pole-climbing, can be realized the synchronizing moving of all templates.The apparatus structure is simple, easy to operate, is
Currently used sliding-mode structure, but there are some problems for the device: first, jack is located at the outside of entire bracket, that is, locates
Formwork structure among bracket just can not carry out adjustment appropriate to it in case of deflecting；Second, during template movement
It is likely to result in the damage of concrete outer surface, it is influenced and pours effect；Third pours fabric construction, template on the device
Structure, aisle structure etc. are all located on bracket, and weight is too big, need large-scale hydraulic device that could drive, with high costs.
Summary of the invention
The purpose of the present invention is to solve the deficiency of the above background technology, provides a kind of molding for concreting
Sliding form apparatus.
The technical solution of the present invention is as follows: a kind of be used for the molding sliding form apparatus of concreting, it is characterised in that: including more
A spaced apart lift unit；The lift unit includes that the bar and being supported in of climbing being arranged in a vertical direction climbs on bar
Lifting bracket；The lifting bracket is across the door shaped stent on concreting region, the setting of lifting bracket lower end
There is template positioned opposite two-by-two；Hydraulic device for driving lifting bracket vertically movable is installed on the bar that climbs；
The automatic laying device to laying formwork cloth on the inside of template is provided on the outside of the template.
The further automatic laying device includes being sequentially arranged the roller group of roller formation laterally outside in template,
And roller group is connected to the connection component in template, it is equipped with rack below the roller group, the rack will be lateral
The formwork cloth reel group for being sequentially arranged the formation of formwork cloth reel is supported；
The connection component includes being located between the end attachment base and both ends attachment base at roller group both ends between transverse direction
Every the commonly connected seat of arrangement, adjacent roller is closed on both ends and is attached by the commonly connected seat；
The rack includes being located between the end frame and both ends bracket at formwork cloth reel group both ends between transverse direction
Every the common support of arrangement, adjacent forms cloth reel is closed on both ends and is attached by the common support.
Further described end frame one end and template are connected, and the other end is recessed the cooperation of formwork cloth mandrel surface
End arc groove.
The first limit plate is equipped on the outside of the further end arc groove, it is vertical that first limit plate is equipped with opening
Upward U-shaped first limiting slot.
Further described common support one end and template are connected, and the other end is recessed the cooperation of formwork cloth mandrel surface
Public arc groove.
The second limit plate is equipped in the further public arc groove, second limit plate is axial by public arc groove
The first half slots, the second half slots are separated into, second limit plate is equipped with U-shaped second limiting slot of opening straight up.
Further end attachment base one end is fixedly connected with template, and the other end is equipped with end bearing, the roller
It is rolled and is connected by end bearing and end attachment base.
The further end attachment base is equipped with end axis and is fixedly connected with end bearing inner ring, outside the end bearing
Circle is equipped with intermediate bearing end cap end bearing end cap and is fixedly connected with roller.
The further intermediate bearing end cap end bearing end cap includes ring part, ring part inner end radial inward
The first retention bead is extended to form, the ring part outer end is radially formed the second retention bead of roller axial limiting.
Further described commonly connected seat one end is fixedly connected with template, and the other end is equipped with jackshaft, the jackshaft
Axial sides be equipped with bearing, the adjacent roller closes on both ends and is rolled by corresponding bearing and commonly connected seat
Connection.
The further bearing inner race is fixedly connected with jackshaft, and outer ring is equipped with intermediate bearing end cap and fixes with roller
Connection.
It further further include the aisle platform above template；The aisle platform is to be fixed on lifting bracket
Plate structure, multiple aisle platforms, which are successively consolidated, is connected as overall structure for neighbouring raise bracket.
Discharge bucket is provided on the aisle platform；The discharge bucket is connected by blanking channel and concrete distributing bucket
It connects, discharge bucket lower end is provided with pulley, and discharge bucket is equipped with the buckle for connecting with the bar that climbs towards the side for the bar that climbs.
It further include the maintenance platform below template；The maintenance platform is the plate being fixed on lifting bracket
Structure, maintenance platform are connect by staircase with aisle platform, and maintenance platform is provided with towards the side for the bar that climbs and can pour
The idler wheel of the concrete surface sliding of completion.
The hydraulic device is to be set in the punching jack to climb on bar.
It further include the stair activity channel for connecting ground and conserving platform.
A method of concrete pouring construction is carried out using sliding form apparatus, it is characterised in that: jack vertically moves
It is dynamic, and to laying formwork cloth on the inside of template, after template jacking in place, to template inside casting concrete, after concrete initial set,
Continuing jack makes template sliding upwards along the vertical direction on the formwork cloth laid, successively carries out until completing all
Pouring construction.
The further method to laying formwork cloth on the inside of template are as follows: jack moves up, template upper end
Uniformly decentralization formwork cloth, the formwork cloth reel rotation being supported on rack pull out formwork cloth, the formwork cloth being wrapped on roller
By roller guiding paving on the inside of template.
It is further the following steps are included: 1), synchronous driving hydraulic device jacking, lifting bracket (22) is upward along the bar that climbs
It is mobile；
2), template follows lifting bracket to move up, and the rotation under the effect of pullling of formwork cloth reel pulls out formwork cloth, template
Cloth is by roller guiding paving on the inside of template；
3), template after sliding in place, adjusts the unloading position of concrete distributing bucket on the outside of formwork cloth, after being adjusted in place,
Casting concrete on the inside of to template is completed a layer concrete cloth and is poured through vibration compacting；
5), concrete strength monitor monitors concrete initial set intensity automatically, after concrete initial set, slides up rising mould
Plate is successively carried out according to above-mentioned steps, until all pouring constructions are completed.
The invention has the following advantages that 1, high degree of automation: novel sliding formwork equipment uses centralized control system, passes through collection
At bus marco, using multi-dot hydraulic pressure synchronous control technique, in conjunction with sensing technology, information technology etc. is, it can be achieved that upward to sliding formwork
Sliding synchronously control, the dynamic adjustment of face shaping.
2, high construction efficiency: process of jacking is slid up by changing sliding formwork, when can greatly reduce former slding form operation, passes through worker's
Automatic climbing time point can be arranged, in fact by analyzing concrete performance in the dependence that experience judges sliding formwork sliding time point
Existing automatic climbing；By the way that inclinator is arranged, cooperate hydraulic synchronous control technique, realizes entangling during sliding formwork is sliding upwards automatically
Partially, greatly reduce traditional slding form operation, the time of manual deviation rectification adjustment, reduce security risk.
3, safe and reliable: to reduce height in the air, the quantity of operating personnel reduces the labor intensity of operating personnel, to have
Effect reduces security risk.
4, good with prospect: novel sliding formwork equipment technology provides a set of new apply for constructions such as Bridge High-pier, Large Caissons
Work equipment technology, it is fast both to have inherited traditional slding form operation speed, overcomes deficiency existing for traditional sliding formwork, and pass through computer
Technology and information technology realizes integrated, digitlization construction, shows good technical characterstic and superior economic performance,
It has a good application prospect.
5, construction effect is good: by being laid with formwork cloth on the inside of template automatically, avoiding template directly on the outside of concrete
Sliding, solves the problems, such as to be easy to cause concrete surface to damage when slding form operation, improves wall body structure on the outside of concrete
Integrality has good construction effect.
The present invention has the advantages that high degree of automation, high construction efficiency, safe and reliable, good with prospect, construction effect, tool
There is great promotional value.
Detailed description of the invention
Fig. 1: the main view of sliding form apparatus of the invention；
Fig. 2: the top view of sliding form apparatus of the invention；
Fig. 3: the automatic laying device structural schematic diagram of the present invention (along template cross-sectional direction)；
Fig. 4: the A-A cross-sectional view in Fig. 3 of the present invention；
Fig. 5: the B-B cross-sectional view in Fig. 3 of the present invention；
Fig. 6: the end connecting base structure schematic diagram of the automatic laying device of the present invention；
Fig. 7: the intermediate bearing end cap end bearing end cover structure schematic diagram of the automatic laying device of the present invention；
Fig. 8: the commonly connected holder structure schematic diagram of the automatic laying device of the present invention；
Fig. 9: the end frame structural schematic diagram of the automatic laying device of the present invention；
Figure 10: the first limit plate structural schematic diagram of the automatic laying device of the present invention；
Figure 11: the common support structural schematic diagram of the automatic laying device of the present invention；
Wherein: 1- template；2- roller；3- connection component；4- rack；5- formwork cloth reel；The end 6- arc groove；7-
One limit plate；The first limiting slot of 8-；The public arc groove of 9-；The second limit plate of 10-；11- end bearing；12- end axis；In 13-
Between bearing (ball) cover end bearing end cap；14- intermediate bearing end cap；15- jackshaft；16- bearing；17- concrete；18- second is limited
Position slot；19- concrete distributing bucket；20- roller group；21- climbs bar；22- lifting bracket；23- buckle；The aisle 24- platform；25-
Discharge bucket；26- blanking channel；27- pulley；28- conserves platform；29- staircase；30- idler wheel；31- hydraulic device；On 32- downstairs
Terraced channel；50- formwork cloth reel group；5.1- fuse；The end 3.1- attachment base；The commonly connected seat of 3.2-；4.1- end frame；
4.2- common support；The first half slot of 9.1-；The second half slot of 9.2-；13.1- ring part；13.2- the first retention bead；13.3-
Two retention beads.
Specific embodiment
The following further describes the present invention in detail with reference to the accompanying drawings and specific embodiments.
It is a kind of for pouring the sliding form apparatus of tall and big bridge tower, including multiple spaced apart promotion lists such as Fig. 1~11
Member, lift unit include that the bar 21 that climbs being arranged in a vertical direction is propped up with the lifting bracket 22 to climb on bar 21, promotion is supported in
Frame 22 is across the door shaped stent on concreting region, and 22 lower end of lifting bracket is provided with template positioned opposite two-by-two
1, template 1 is positioned opposite two-by-two, is concreting space among template 1.The bar 21 that climbs is to pour to be fixed in concrete 17
Vertical rod-like structure, the hydraulic device 31 for driving lifting bracket 22 vertically movable, hydraulic dress are installed on the bar 21 that climbs
Setting 31 is to be set in the punching jack to climb on bar 1.Lifting bracket 22 is jacked along the bar 1 that climbs to moving up by punching jack
It is dynamic, it is completed to next layer of concreting, after initial set, jacks lifting bracket 22 together with template 1 and be moved upwards up to next pour
Position successively carries out, until all concrete pouring constructions are completed.
The operation of all hydraulic devices 31 can actually be controlled by control device, realized to the same of all templates 1
Step jacking driving, can be set automatic lifting Construction Mode, sets the automatic climbing time, by the way that inclinator, fluid,matching is arranged
Press synchronous control technique, realize sliding formwork upwards it is sliding during automatic deviation correction, greatly reduce traditional slding form operation, manual deviation rectification
The time of adjustment, reduce security risk.
Template 1 is during upward sliding, in order to avoid the sliding of template 1 causes the concrete surface poured
Damage, the present embodiment are provided with the automatic laying device that formwork cloth is laid on the inside of template 1, automatic paving dress on the outside of template 1
It sets and is laid with formwork cloth on the inside of template 1, when such 1 upward sliding of template, slid on formwork cloth, it will not be to concrete surface
It causes to damage.
As in Figure 3-5, the automatic laying device of formwork cloth in slding form operation provided by the invention is included in 1 outside of template
It is laterally sequentially arranged the roller group 20 of the formation of roller 2, and roller group 20 is connected to the connection component 3 in template 1, roller group
20 lower sections are equipped with rack 4, and rack 4 is propped up the formwork cloth reel group 50 that formwork cloth reel 5 is formed laterally is sequentially arranged
Support.Template 1 includes exterior sheathing (template left part in Fig. 3) and inner template (template right part in Fig. 3), template in this programme
1 outside is left side in Fig. 3, casting concrete 17 between inner and outer template.Left and right is to laterally, being all 2 axial direction of roller for template 1 in Fig. 4.
Connection component 3 includes horizontal between the end attachment base 3.1 and both ends attachment base 3.1 at 50 both ends of roller group
To spaced apart commonly connected seat 3.2, adjacent roller 2 is closed on both ends and is attached by commonly connected seat 3.2；Rack 4 wraps
Include be arranged laterally at a spacing between end frame 4.1 and both ends bracket 4.1 positioned at 5.1 both ends of formwork cloth reel group it is public
Adjacent forms cloth reel 5 is closed on both ends and is attached by bracket 4.2, common support 4.2.
As shown in fig. 6, attachment base 3.1 one end in end is fixedly connected with template 1, the other end is equipped with end bearing 11, roller 2
It is rolled and is connected by end bearing 11 and end attachment base 3.1.End attachment base 3.1 is equipped in end axis 12 and end bearing 11
Circle is fixedly connected, and 11 outer ring of end bearing is equipped with end bearing end cap 13 and is fixedly connected with roller 2.As shown in fig. 7, end axis
Socket end lid 13 includes ring part 13.1, and 13.1 inner end radial inward of ring part extends to form the first retention bead 13.2, ring part
13.1 outer ends are radially formed the second retention bead 13.3 of 2 axial limiting of roller.
As shown in figure 8, commonly connected 3.2 one end of seat is fixedly connected with template 1, the other end is equipped with jackshaft 15, jackshaft
15 axial sides are equipped with bearing 16, and adjacent roller 2 closes on both ends and passes through corresponding bearing 16 and commonly connected seat
3.2 roll connection, and 16 inner ring of bearing is fixedly connected with jackshaft 15, and outer ring is equipped with intermediate bearing end cap 14 and roller 2 is fixed
Connection.14 structure of intermediate bearing end cap is identical as 13 structure of end bearing end cap, and it is different that position is only arranged.
As shown in figure 9,4.1 one end of end frame and template 1 are connected, the other end is recessed 5 surface of formwork cloth reel and matches
The end arc groove 6 of conjunction, the radial both ends horizontal of end arc groove 6 and central angle are 180 °.The is equipped on the outside of end arc groove 6
One limit plate 7, as shown in Figure 10, the first limit plate 7 are equipped with U-shaped first limiting slot 8 of opening straight up, the first limiting slot
8 bottom is corresponding arc-shaped with the fuse 5.1 of formwork cloth reel 5.
As shown in figure 11,4.2 one end of common support and template 1 are connected, and the other end is recessed 5 surface of formwork cloth reel and matches
The public arc groove 9 closed, public arc groove 9 radial both ends horizontal and central angle are 180 °.Second is equipped in public arc groove 9
Limit plate 10, the second limit plate 10 are axially spaced at the first half slots 9.1, the second half slots 9.2, the second limit by public arc groove 9
Plate 10 is equipped with U-shaped second limiting slot 18 of opening straight up, and the bottom of the second limiting slot 18 is the core with formwork cloth reel 5
Son 5.1 is corresponding arc-shaped.Second limit plate, 18 structure is identical as 7 structure of the first limit plate, and it is different that position is only arranged.
In the present embodiment, formwork cloth reel 5 and 2 axial length of roller are corresponding identical.End attachment base 3.1, end frame
4.1 correspond to vertically in template, and common support 4.2, commonly connected seat 3.2 correspond to vertically in template.
The working principle of this programme are as follows:
Multiple template cloth reel 5 is installed on rack 4, by taking right side formwork cloth reel 5 in Fig. 5 as an example, end arc
Slot 6, the right side of public arc groove 9 the second half slots 9.2 5 both ends of formwork cloth reel are supported, the both ends of fuse 5.1 are more than formwork cloth
5.1 both ends of fuse are respectively clamped into the first limiting slot 8 of the first limit plate 7, the second limit of the second limit plate 10 by 5 both ends of reel
In the slot 18 of position, rotate formwork cloth reel 5 with 5.1 shaft of fuse, the first limit plate 7, the second limit plate 10 are by template yardage roll
5 axial limitings of cylinder.The installation of adjacent two common supports, 4.2 formwork cloth reels 5 similarly, repeats no more.
By the end of each formwork cloth reel 5 since rack 4 closes on the side of template, around to after 2 outside of respective rollers
It is laid with from exterior sheathing upper end to bottom and fixes, casting concrete 17 between inner and outer template, after concrete reaches initial setting strength, template is past
At this moment upper sliding can produce relative sliding, thus band between concrete and formwork cloth without opposite sliding between formwork cloth and template
Moving template cloth reel 5, which freely rolls, completes automatic paving, and during automatic paving, formwork cloth will drive roller 2 and be produced from
By rolling, complete the flattening work to formwork cloth, make formwork cloth rapidly and uniformly paving on the inside of exterior sheathing.
It is realized when the concreting of the present embodiment by the concrete distributing bucket 19 on lifting bracket 22, such as Fig. 1 institute
Show, concrete distributing bucket 19 is fixed on lifting bracket 22, and 19 arranged beneath of concrete distributing bucket has discharge bucket 25, discharge bucket 25
It is connect by blanking channel 26 with concrete distributing bucket 19,25 lower end of discharge bucket is provided with pulley 27, and discharge bucket 25 is towards climbing
The side of bar 21 is equipped with the buckle 23 for connecting with the bar 21 that climbs.
The present embodiment is provided in the top of template 1 convenient for manually-operated aisle platform 24, and aisle platform 24 is to fix
Plate structure on lifting bracket 22, multiple aisle platforms 24 be successively consolidated neighbouring raise bracket 22 is connected as it is whole
Body structure.Discharge bucket 25 is placed on aisle platform 24, artificial that discharge bucket 25 is pushed to adjust discharge bucket 25 on aisle platform 24
Lower discharge position, after the completion of adjusting, discharge bucket 25 be fixed on climb on bar 21 by buckle 23, then open concrete distributing
The discharge port of bucket 19, i.e., controllable concrete discharging is to carrying out pouring construction between template 1.
It after the completion of concreting, needs to be observed the concrete poured, for the ease of observation, the present embodiment exists
The arranged beneath of template 1 has maintenance platform 28, and maintenance platform 28 is the plate structure being fixed on lifting bracket 22, conserves platform
28 are connect by staircase 29 with aisle platform 24, and maintenance platform 28 is provided with towards the side for the bar 21 that climbs and can complete having poured
Concrete surface sliding idler wheel 30.It is supported on concrete by idler wheel 30, guiding can be played the role of, enhanced feeding
The structural stability for protecting platform 28, avoids in slipping and causes to damage to the surface of concrete.
For the ease of easy for going up and down, the present embodiment is disposed with stair activity channel between ground and maintenance platform 28
32。
When practice of construction, comprising the following steps:
1) after, the structures such as bracket 22 to be hoisted are installed, the synchronous driving top of hydraulic device 31 is controlled by control device
It rises, lifting bracket 22 is moved up along the bar 21 that climbs；
2), template 1 follows lifting bracket 22 to move up, and the rotation under the effect of pullling of formwork cloth reel 5 pulls out formwork cloth,
Formwork cloth is oriented to paving in 1 inside of template by roller 2；
3), template 1 after sliding in place, adjusts the unloading position of concrete distributing bucket 19, is adjusted in place on the outside of formwork cloth
Afterwards, discharge bucket 25 is fixed on by buckle 23 and is climbed on bar 21；
4), the concrete in concrete distributing bucket 19 enters 1 inside of template, after the completion of pouring, through vibration compacting, completes
One layer concrete cloth pours；
5), concrete strength monitor monitors concrete initial set intensity automatically, after concrete initial set, slides up rising mould
Plate is successively carried out according to above-mentioned steps, until all pouring constructions are completed.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, various changes and improvements may be made to the invention without departing from the spirit and scope of the present invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent defines.
Claims (10)
1. one kind is used for the molding sliding form apparatus of concreting, it is characterised in that: including multiple spaced apart lift units；
The lift unit includes the bar that climbs (21) being arranged in a vertical direction and the lifting bracket being supported on the bar that climbs (21)
(22)；The lifting bracket (22) is across the door shaped stent on concreting region, and lifting bracket (22) lower end is set
It is equipped with template positioned opposite two-by-two (1)；It is equipped on the bar that climbs (21) for driving lifting bracket (22) vertically to move
Dynamic hydraulic device (31)；The automatic paving dress to laying formwork cloth on the inside of template (1) is provided on the outside of the template (1)
It sets.
2. as described in claim 1 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: described is automatic
Laying device is included in the roller group (20) that template (1) is sequentially arranged roller (2) formation laterally outside, and by roller group (20)
The connection component (3) being connected on template (1), roller group (20) lower section are equipped with rack (4), and the rack (4) will
The formwork cloth reel group (50) for being laterally sequentially arranged formwork cloth reel (5) formation is supported；
The connection component (3) includes the end attachment base (3.1) and both ends attachment base positioned at roller group (50) both ends
(3.1) adjacent roller (2) is closed on two by the commonly connected seat (3.2) being arranged laterally at a spacing between, the commonly connected seat (3.2)
End is attached；
The rack (4) includes the end frame (4.1) and both ends bracket positioned at formwork cloth reel group (50) both ends
(4.1) common support (4.2) being arranged laterally at a spacing between, the common support (4.2) close on adjacent forms cloth reel (5)
Both ends are attached.
3. as claimed in claim 2 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: the end branch
Frame (4.1) one end and template (1) are connected, and the other end is recessed the end arc groove (6) of formwork cloth reel (5) surface engagement.
4. as claimed in claim 3 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: the end arc
The first limit plate (7) are equipped on the outside of shape slot (6), first limit plate (7) is equipped with U-shaped first limit of opening straight up
Slot (8).
5. as claimed in claim 2 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: the public branch
Frame (4.2) one end and template (1) are connected, and the other end is recessed the public arc groove (9) of formwork cloth reel (5) surface engagement.
6. as claimed in claim 5 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: the public arc
The second limit plate (10) are equipped in shape slot (9), second limit plate (10) is axially spaced at the first half by public arc groove (9)
Slot (9.1), the second half slots (9.2), second limit plate (10) are equipped with U-shaped second limiting slot of opening straight up
(18)。
7. as claimed in claim 2 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: the end connects
Joint chair (3.1) one end is fixedly connected with template (1), and the other end is equipped with end bearing (11), and the roller (2) passes through end bearing
(11) it rolls and connects with end attachment base (3.1).
8. a kind of method for carrying out concrete pouring construction using sliding form apparatus as claimed in claim 2, it is characterised in that: top
Rising mould plate (1) vertically moves, and to laying formwork cloth on the inside of template (1), after template (1) jacking in place, to template (1) inside
Casting concrete, after concrete initial set, continuing jack (1) makes template (1) on the formwork cloth laid along vertical side
To upward sliding, successively carry out until completing all pouring constructions.
9. a kind of method of concrete pouring construction as claimed in claim 8, it is characterised in that: described into template (1)
The method of side laying formwork cloth are as follows: jack (1) moves up, and formwork cloth is pullled in template (1) upper end, is supported in rack
(4) formwork cloth reel (5) rotation on pulls out formwork cloth, and the formwork cloth being wrapped on roller (2) is oriented to paving by roller (2)
On the inside of template (1).
10. a kind of molding method of concreting as claimed in claim 8, it is characterised in that: the following steps are included: 1),
Synchronous driving hydraulic device (31) jacking, lifting bracket (22) are moved up along the bar (21) that climbs；
2), template (1) follows lifting bracket (22) to move up, and formwork cloth reel (5) rotation under the effect of pullling pulls out template
Cloth, formwork cloth is by roller (2) guiding paving on the inside of template (1)；
3), template (1) after sliding in place, adjusts the unloading position of concrete distributing bucket (19), is adjusted in place on the outside of formwork cloth
Afterwards, it completes a layer concrete cloth through vibration compacting to casting concrete on the inside of template (1) and pours；
4), concrete strength monitor monitors concrete initial set intensity automatically, and after concrete initial set, upward climbing form is pressed
It is successively carried out according to above-mentioned steps, until all pouring constructions are completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811042475.1A CN109162203A (en) | 2018-09-07 | 2018-09-07 | One kind being used for the molding sliding form apparatus of concreting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811042475.1A CN109162203A (en) | 2018-09-07 | 2018-09-07 | One kind being used for the molding sliding form apparatus of concreting |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109162203A true CN109162203A (en) | 2019-01-08 |
Family
ID=64894517
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811042475.1A Pending CN109162203A (en) | 2018-09-07 | 2018-09-07 | One kind being used for the molding sliding form apparatus of concreting |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109162203A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220307276A1 (en) * | 2016-04-08 | 2022-09-29 | Peri Se | Self-climbing system, self-climbing unit and method for moving such a self-climbing unit on a concrete building structure |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1383670A (en) * | 1971-05-21 | 1974-02-12 | Siemens Bauunion Gmbh | Climbing formwork assemblies for the erection of tower structures of reinforced concrete |
| JP2001152416A (en) * | 1999-11-29 | 2001-06-05 | Taisei Corp | Construction method of steel-concrete composite structure pier |
| WO2008019408A1 (en) * | 2006-08-18 | 2008-02-21 | Rund-Stahl-Bau Gesellschaft M.B.H. | Climbing formwork for concreting a wall of a structure |
| CN101906872A (en) * | 2010-07-16 | 2010-12-08 | 中交第一公路工程局有限公司 | A kind of sliding form device and construction technology |
| CN103161126A (en) * | 2013-04-11 | 2013-06-19 | 新疆北新路桥集团股份有限公司 | Road bridge variable section hollow high pier slip-form construction method |
| CN204982776U (en) * | 2015-09-10 | 2016-01-20 | 中国葛洲坝集团第六工程有限公司 | A plurality of large -scale concrete buttress synchronous construction slipform systems |
| CN205152800U (en) * | 2015-11-22 | 2016-04-13 | 中铁十八局集团有限公司 | Unsettled template system of consolidating under complicated stress condition |
| CN207793894U (en) * | 2017-12-27 | 2018-08-31 | 中交第二航务工程局有限公司 | A kind of composite slide form surfacing device |
| CN209082339U (en) * | 2018-09-07 | 2019-07-09 | 中交武汉港湾工程设计研究院有限公司 | One kind being used for the molding sliding form apparatus of concreting |
-
2018
- 2018-09-07 CN CN201811042475.1A patent/CN109162203A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1383670A (en) * | 1971-05-21 | 1974-02-12 | Siemens Bauunion Gmbh | Climbing formwork assemblies for the erection of tower structures of reinforced concrete |
| JP2001152416A (en) * | 1999-11-29 | 2001-06-05 | Taisei Corp | Construction method of steel-concrete composite structure pier |
| WO2008019408A1 (en) * | 2006-08-18 | 2008-02-21 | Rund-Stahl-Bau Gesellschaft M.B.H. | Climbing formwork for concreting a wall of a structure |
| CN101906872A (en) * | 2010-07-16 | 2010-12-08 | 中交第一公路工程局有限公司 | A kind of sliding form device and construction technology |
| CN103161126A (en) * | 2013-04-11 | 2013-06-19 | 新疆北新路桥集团股份有限公司 | Road bridge variable section hollow high pier slip-form construction method |
| CN204982776U (en) * | 2015-09-10 | 2016-01-20 | 中国葛洲坝集团第六工程有限公司 | A plurality of large -scale concrete buttress synchronous construction slipform systems |
| CN205152800U (en) * | 2015-11-22 | 2016-04-13 | 中铁十八局集团有限公司 | Unsettled template system of consolidating under complicated stress condition |
| CN207793894U (en) * | 2017-12-27 | 2018-08-31 | 中交第二航务工程局有限公司 | A kind of composite slide form surfacing device |
| CN209082339U (en) * | 2018-09-07 | 2019-07-09 | 中交武汉港湾工程设计研究院有限公司 | One kind being used for the molding sliding form apparatus of concreting |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220307276A1 (en) * | 2016-04-08 | 2022-09-29 | Peri Se | Self-climbing system, self-climbing unit and method for moving such a self-climbing unit on a concrete building structure |
| US12044017B2 (en) * | 2016-04-08 | 2024-07-23 | Peri Se | Self-climbing system, self-climbing unit and method for moving such a self-climbing unit on a concrete building structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105736016B (en) | Tunnel double-lining framework of steel reinforcement construction equipment and its application | |
| US6276912B1 (en) | Climbing shuttering system for successive concreting of high vertical walls | |
| CN108086688B (en) | Track type floor concrete distribution system and construction method thereof | |
| CN106348188A (en) | Method for manufacturing gantry type building construction lifting device | |
| CN115305952A (en) | Self-propelled steel formwork trolley for construction of comprehensive pipe gallery | |
| CN206971764U (en) | The purlin crane system of Steel Structure Installation | |
| CN209082339U (en) | One kind being used for the molding sliding form apparatus of concreting | |
| CN108396749B (en) | Installation system and installation method of steel support in foundation pit | |
| CN109162203A (en) | One kind being used for the molding sliding form apparatus of concreting | |
| CN113818348A (en) | Bridge pier column industrialization system based on jacking type frame body and construction method | |
| CN116641316A (en) | Bridge high pier maintenance film paving method | |
| CN107401123B (en) | Mobile prestressed stretch-draw auxiliary device | |
| CN115094901B (en) | Assembled concrete sliding formwork and construction method thereof | |
| CN110065145B (en) | Self-adaptive external mold system for concrete prefabrication | |
| CN115288204B (en) | Waterproof construction method for underground chamber outer wall in deep foundation pit fertilizer tank | |
| CN215907871U (en) | Support-free suspension type slip form construction device | |
| CN215564411U (en) | Sliding construction device for high-rise cylindrical building | |
| CN214359970U (en) | Adjustable anti-settling well lid installation auxiliary installation leveling equipment | |
| CN110847616B (en) | Method for mounting large-volume steel frame flue | |
| CN215107202U (en) | A operation platform that rises that slides for elevartor shaft construction | |
| CN212477733U (en) | Sliding formwork parallel movement concrete lining machine | |
| CN213865193U (en) | A kind of small and medium equipment lifting device | |
| CN210256628U (en) | Self-adaptive outer mold system for prefabricating concrete | |
| CN218174528U (en) | Lifting support for building engineering construction | |
| CN113586094A (en) | Support-free suspension type slip form construction device and method |
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 | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190108 |
|
| RJ01 | Rejection of invention patent application after publication |