CN209082339U - One kind being used for the molding sliding form apparatus of concreting - Google Patents

Abstract

The utility model 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 utility model has the advantages that high degree of automation, high construction efficiency, safe and reliable, good with prospect, construction effect, has great promotional value.

Description

One kind being used for the molding sliding form apparatus of concreting

Technical field

The utility model relates to concrete pouring construction technical fields, molding for concreting in particular to one kind Sliding form apparatus.

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.

Utility model content

The purpose of this utility model seeks to solve the deficiency of above-mentioned background technique, provide it is a kind of for concreting at The sliding form apparatus of type.

The technical solution of the utility model are as follows: one kind is used for the molding sliding form apparatus of concreting, it is characterised in that: packet Include multiple spaced apart lift units；The lift unit includes that the bar and being supported in of climbing being arranged in a vertical direction climbs Lifting bracket on bar；The lifting bracket is across the door shaped stent on concreting region, lifting bracket lower end It is provided with template positioned opposite two-by-two；Hydraulic dress for driving lifting bracket vertically movable is installed on the bar that climbs It sets；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 utility model has the advantage that 1, high degree of automation: novel sliding formwork equipment uses centralized control system, leads to Integration Bus control is crossed, using multi-dot hydraulic pressure synchronous control technique, in conjunction with sensing technology, information technology etc. is, it can be achieved that sliding formwork Sliding synchronously control upwards, 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 utility model have high degree of automation, high construction efficiency, it is safe and reliable, with good excellent of prospect, construction effect Point has great promotional value.

Detailed description of the invention

Fig. 1: the main view of the sliding form apparatus of the utility model；

Fig. 2: the top view of the sliding form apparatus of the utility model；

Fig. 3: the automatic laying device structural schematic diagram of the utility model (along template cross-sectional direction)；

Fig. 4: the A-A cross-sectional view in the utility model Fig. 3；

Fig. 5: the B-B cross-sectional view in the utility model Fig. 3；

Fig. 6: the end connecting base structure schematic diagram of the automatic laying device of the utility model；

Fig. 7: the intermediate bearing end cap end bearing end cover structure schematic diagram of the automatic laying device of the utility model；

Fig. 8: the commonly connected holder structure schematic diagram of the automatic laying device of the utility model；

Fig. 9: the end frame structural schematic diagram of the automatic laying device of the utility model；

Figure 10: the first limit plate structural schematic diagram of the automatic laying device of the utility model；

Figure 11: the common support structural schematic diagram of the automatic laying device of the utility model；

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 utility model is described in further detail in the following with reference to the 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 utility model, is included in template 1 It is sequentially arranged the roller group 20 of the formation of roller 2 laterally outside, and roller group 20 is connected to the connection component 3 in template 1, rolls 20 lower section of cylinder group is equipped with rack 4, rack 4 will laterally be sequentially arranged formwork cloth reel group 50 that formwork cloth reel 5 is formed into Row support.Template 1 includes exterior sheathing (template left part in Fig. 3) and inner template (template right part in Fig. 3) in this programme, It is left side in Fig. 3 on the outside of template 1, casting concrete 17 between inner and outer template.Left and right is all roller 2 to for the transverse direction of template 1 in Fig. 4 It is axial.

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.

Basic principles, main features, and advantages of the present invention has been shown and described above.Current row The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments Only illustrate the principles of the present invention, the utility model can also on the premise of not departing from the spirit and scope of the utility model There are various changes and modifications, these various changes and improvements fall within the scope of the claimed invention.The utility model is wanted Protection scope is asked to be defined by appended claims and its equivalent.

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 (20) 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. as described in claim 1 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: further include being located at Aisle platform (24) above template (1)；The aisle platform (24) is the plate structure being fixed on lifting bracket (22), Multiple aisle platforms (24), which are successively consolidated, is connected as overall structure for neighbouring raise bracket (22).

9. as claimed in claim 8 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: the aisle Discharge bucket (25) are provided on platform (24)；The discharge bucket (25) is by blanking channel (26) and is fixed on lifting bracket (22) concrete distributing bucket (19) connection on, discharge bucket (25) lower end 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 that climbs (21).

10. as claimed in claim 8 a kind of for the molding sliding form apparatus of concreting, it is characterised in that: further include position Maintenance platform (28) below template (1)；The maintenance platform (28) is the plate knot being fixed on lifting bracket (22) Structure, maintenance platform (28) are connect by staircase (29) with aisle platform (24), and one of platform (28) towards the bar that climbs (21) is conserved Side is provided with can be in the idler wheel (30) for the concrete surface sliding for having poured completion.