CN209323370U - Concrete high pier construction plate device - Google Patents
Concrete high pier construction plate device Download PDFInfo
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- CN209323370U CN209323370U CN201820199050.0U CN201820199050U CN209323370U CN 209323370 U CN209323370 U CN 209323370U CN 201820199050 U CN201820199050 U CN 201820199050U CN 209323370 U CN209323370 U CN 209323370U
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- exterior sheathing
- template
- hoisting frame
- plate device
- spandrel girder
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Abstract
The utility model provides a kind of concrete high pier construction plate device, belong to Architectural Equipment technical field, including template system, support system, hydraulic lifting system, operating platform, template system includes inner template and exterior sheathing, support system includes enclosure truss, multiple outer hoisting frames and multiple interior hoisting frames, the outside of exterior sheathing is arranged in enclosure truss, and the distance between enclosure truss and exterior sheathing are 220mm-280mm；Multiple outer hoisting frames are fixedly connected with enclosure truss, and exterior sheathing is installed on outer hoisting frame, and inner template is installed on interior hoisting frame；Hydraulic lifting system enables enclosure truss, exterior sheathing and inner template synchronizing moving for driving interior hoisting frame and outer hoisting frame to move back and forth；Operating platform is located in the cavity that inner template surrounds and is located on enclosure truss.The compact overall structure of the plate device, sound construction is reliable, and in lifting process, template is more uniformly stressed, and is promoted more convenient.
Description
Technical field
The utility model relates to Architectural Equipment technical fields, fill in particular to a kind of concrete high pier construction template
It sets.
Background technique
In highway bridge construction, the construction of high pier concrete is a kind of very common construction technology, has operation letter
List, reliable in quality, it is at low cost the advantages that.The construction technology of high pier concrete is relatively simple, carries out applying for high pier concrete
Work quality control efforts are very crucial.Construction of the concrete high pier construction frequently with sliding formwork or overmolded in the prior art
Method.Sliding formwork is mainly made of workbench, inner and outer template, concrete platform, work hanging barrier and lifting means etc., utilizes promotion
Equipment persistently promotes inner and outer template and carries out concreting.Overmolded is to be mentioned using bulk steel form using tower crane, bottle gouard moved by hands
Liter, installation and the operation of form removal are unbridled, are mainly set by segmented bulk steel form, operation platform, fixing frame of formworks, promotion
The composition such as standby and installation.
Inventor has found that at least there are the following problems for concrete high pier construction template in the prior art under study for action:
One uses form construction technology in the prior art, and plate device one-time investment is larger, to the facade of works
Moulding has certain limitations, and must also be cooperated according to the characteristics of slding form operation in structure design, and in construction and management,
The management system of science and the professional contingent of quantity are needed, construction cost is high.
Secondly, the prior art use over-form construction technique, need during over-form construction using large-scale wherein equipment, it is right
The environmental requirement of construction site is high, and equipment operation is inflexible, and the period of construction is long.
Utility model content
The purpose of this utility model is to provide a kind of concrete high pier construction plate devices, to improve the mixed of the prior art
Solidifying soil high pier construction plate device operates time-consuming and laborious, long construction period and the high problem of construction cost.
The utility model is realized in this way:
Based on above-mentioned purpose, the utility model provides a kind of concrete high pier construction plate device,
Including template system, support system, hydraulic lifting system, operating platform and telescopic people's row ladder, in which:
The template system includes inner template and exterior sheathing, and the exterior sheathing surrounds cylindrical cavity, the inner template position
Annular cavity to be poured is formed in the cylindrical cavity that the exterior sheathing surrounds, between the inner template and the exterior sheathing；
The support system includes enclosure truss, multiple outer hoisting frames and multiple interior hoisting frames, and the enclosure truss is set
It sets in the outside of the exterior sheathing, the distance between the enclosure truss and the exterior sheathing are 220mm-280mm；It is described more
A outer hoisting frame is fixedly connected with the enclosure truss, and the multiple outer hoisting frame is between the circumferential direction of the exterior sheathing
Every setting, the exterior sheathing is installed on the outer hoisting frame；The interior hoisting frame is located in the cavity that the inner template surrounds,
And the inner template is installed on the interior hoisting frame；
The hydraulic lifting system includes multiple hydraulic lifting apparatus, the multiple outer hoisting frame and it is the multiple in mention
It rises and is connected separately with the hydraulic lifting apparatus on frame, the hydraulic lifting apparatus is for driving the interior hoisting frame and described
Outer hoisting frame moves back and forth, and enables the enclosure truss, the exterior sheathing and the inner template synchronizing moving；
The operating platform is located in the cavity that the inner template surrounds and is located on the enclosure truss；
People's row ladder includes ladder main body and lock set, and the ladder main body includes two main bone beams being oppositely arranged
And the more crossbeams between two main bone beams, the more crossbeams are arranged in parallel, the both ends of the every crossbeam
It is plugged on the corresponding main bone beam respectively, one end of the every main bone beam is provided with sleeve, sets on the operating platform
It is equipped with interconnecting piece, the sleeve is set in outside the interconnecting piece, and the ladder main body can be rotated relative to the operating platform,
It is connected between the ladder main body and the operating platform by the lock set.
Preferably, the hydraulic lifting apparatus is jack, and the hydraulic lifting system further includes guide rod, the promotion
Frame is connect with the guide rod, and the jack drives the hoisting frame to slide along the length direction of the guide rod.
Preferably, the outer hoisting frame includes stringer, spandrel girder and two support rods being oppositely arranged, the stringer with
The spandrel girder is mutually perpendicular to, and the enclosure truss is fixed in the bottom end of the stringer, and top connects the spandrel girder, described
Stringer stretches out the operating platform upwards along the vertical direction；The spandrel girder extends along the board direction perpendicular to exterior sheathing, and
The spandrel girder protrudes the exterior sheathing along the direction towards the inner template, and the exterior sheathing is held by connection component with described
Weight beam connection；Two support rods are respectively supported between the spandrel girder and the enclosure truss.
Preferably, the spandrel girder has mounting hole, and the mounting hole runs through the spandrel girder, the peace along the vertical direction
The length direction that hole is filled along the spandrel girder extends；
The connection component includes connecting rod and limited block, and the connecting rod passes through the mounting hole, and the connection
One end of bar is fixedly connected with the exterior sheathing, and the other end stretches out the top surface of the spandrel girder, and the limited block is installed on described
In connecting rod, for preventing the top of the connecting rod from falling off out of described mounting hole.
Preferably, the connection component further includes hanging ring and connection strap, and the connection strap and the exterior sheathing, which are fixed, to be connected
It connects, the connection strap extends along the length side of the exterior sheathing or width side, and the hanging ring is set in the connection strap
On, the connecting rod is fixedly connected with the connection strap.
Preferably, it is provided with the first mounting lug on main bone beam described at least one, is provided on the operating platform
Two mounting lugs, the lock set include lock body, lock core and lock tongue, and the lock body is mounted on second mounting lug, institute
It states lock core and the lock tongue is mounted in first mounting lug, the lock core transmission connection is in the lock tongue, the lock tongue
Can interlocking in the lock body.
Preferably, the template system further includes counter brace.
Preferably, the first Screw arbor with nut at both-ends is also equipped in the inner template, the both ends of first Screw arbor with nut at both-ends connect respectively
Connect adjacent two template of the inner template；The second Screw arbor with nut at both-ends, second pair of drawing spiral shell are additionally provided on the exterior sheathing
The both ends of bar are separately connected adjacent two template of the exterior sheathing.
Preferably, the concrete high pier construction plate device further includes protective fence, and the protective fence is located at the enclosure
The outside of truss, and the protective fence is annular in shape along the circumferential direction of the enclosure truss, the protective fence and the enclosure purlin
Frame connection.
Preferably, the protective fence includes more mental sections, and frame structure is made in the more mental sections splicing.
The beneficial effects of the utility model are:
In conclusion the utility model provides a kind of concrete high pier construction plate device, the concrete high pier construction
Plate device is simple and reasonable, convenient processing and manufacture, and manufacturing cost is low；Meanwhile the compact overall structure of the plate device, knot
Structure is solid and reliable, and in lifting process, template is more uniformly stressed, and promotes more convenient, setting someone's row ladder, convenient for work
People's down operation.It is specific as follows:
The plate device includes template system, support system and hydraulic lifting system, and template system is for true when pouring
Surely the cavity poured, template system are designed according to the structure of the building actually poured, and the sky of sealing is surrounded between template
Chamber is not easy spillage when pouring；Template system and support system, hydraulic lifting system are connected with each other, and hydraulic lifting system provides whole
The power that a plate device rises or decline needs.Support system includes enclosure truss and hoisting frame, and enclosure truss is used for
Fixed form system, hoisting frame are connect with template, and lifting device drives hoisting frame to move back and forth, hoisting frame and template and enclosure
Truss is fixedly connected, and then drives enclosure truss and template synchronous movement, realizes whole movement, and then complete to pour.It mentions
During rising, hoisting frame is connect with template, and hydraulic lifting apparatus acts directly on hoisting frame, and hoisting frame drives entire template dress
Set movement, when promotion, is more stable, and hydraulic lifting apparatus is connected separately on each hoisting frame, when promotion whole device by
Dynamic balance does not need to carry out adjustment repeatedly, shortens the construction time, improve construction efficiency.Meanwhile after molding, external mold
Plate has at a distance from 300mm-500mm between enclosure truss, convenient for the demoulding in work progress.Worker passes through on people's row ladder
Lower station, work is convenient, and people's row ladder can reduce handling process, save labor with interlocking on station when not in use
Power.
Detailed description of the invention
It, below will be to use required in embodiment in order to illustrate more clearly of the technical solution of the utility model embodiment
Attached drawing be briefly described, it should be understood that the following drawings illustrates only some embodiments of the utility model, therefore should not be by
Regard the restriction to range as, for those of ordinary skill in the art, without creative efforts, may be used also
To obtain other relevant attached drawings according to these attached drawings.
Fig. 1 is the top view of concrete high pier construction plate device provided by the embodiment of the utility model；
Fig. 2 is the structure chart of the hoisting frame of concrete high pier construction plate device provided by the embodiment of the utility model；
Fig. 3 is the hoisting frame and connection component of concrete high pier construction plate device provided by the embodiment of the utility model
Structure chart；
Fig. 4 is the structure chart of the spandrel girder of concrete high pier construction plate device provided by the embodiment of the utility model；
Fig. 5 is the connection component and exterior sheathing of concrete high pier construction plate device provided by the embodiment of the utility model
Structure chart；
Fig. 6 is the exterior sheathing of concrete high pier construction plate device provided by the embodiment of the utility model and the knot of inner template
Composition；
Fig. 7 is the structural schematic diagram of concrete high pier construction plate device provided by the embodiment of the utility model.
Appended drawing reference summarizes:
Operating platform 100, interconnecting piece 110, the second mounting lug 120, exterior sheathing 200, inner template 300, enclosure truss
400, outer hoisting frame 500, interior hoisting frame 600, hydraulic lifting apparatus 700, protective fence 800,
Guide rod 101, stringer 102, spandrel girder 103, support rod 104, mounting hole 105, connecting rod 106, limited block 107,
Hanging ring 108, connection strap 109,
Adjusting screw 201, counter brace 202, the first Screw arbor with nut at both-ends 203, the second Screw arbor with nut at both-ends 204,
People's row ladder 900, the first mounting lug 910.
Specific embodiment
Form construction technology is used in the prior art, and plate device one-time investment is larger, to the Facade form of works
It has certain limitations, must also be cooperated according to the characteristics of slding form operation in structure design, and in construction and management, need
There are the management system of science and the professional contingent of quantity, construction cost is high.
In consideration of it, the designer of the utility model devises a kind of concrete high pier construction plate device, the plate device
Simple and reasonable, processing and manufacturing is at low cost, meanwhile, the plate device is compact-sized securely, in work progress, template system
Climb operation is flexible, and the stress balance of whole device, saves the construction time during climbing.
It is practical new below in conjunction with this to keep the objectives, technical solutions, and advantages of the embodiments of the present invention clearer
Attached drawing in type embodiment, the technical scheme in the utility model embodiment is clearly and completely described, it is clear that is retouched
The embodiment stated is the utility model a part of the embodiment, instead of all the embodiments.Usually here in attached drawing description and
The component of the utility model embodiment shown can be arranged and be designed with a variety of different configurations.Therefore, below to attached
The detailed description of the embodiments of the present invention provided in figure is not intended to limit the range of claimed invention,
But it is merely representative of the selected embodiment of the utility model.Based on the embodiments of the present invention, ordinary skill people
Member's every other embodiment obtained without creative efforts, belongs to the model of the utility model protection
It encloses.
It should also be noted that similar label and letter indicate similar terms in following attached drawing, therefore, once a certain Xiang Yi
It is defined in a attached drawing, does not then need that it is further defined and explained in subsequent attached drawing.
It is in the description of the present invention, it should be noted that term " center ", "upper", "lower", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "inner", "outside" be based on the orientation or positional relationship shown in the drawings, or
The utility model product using when the orientation or positional relationship usually put, be merely for convenience of description the utility model and letter
Change description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with specific orientation construct and
Operation, therefore should not be understood as limiting the present invention.In addition, term " first ", " second ", " third " etc. are only used for area
Divide description, is not understood to indicate or imply relative importance.
In the description of the present invention, it should also be noted that, unless otherwise clearly defined and limited, term " is set
Set ", " installation ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection,
Or it is integrally connected；It can be mechanical connection, be also possible to be electrically connected；It can be directly connected, intermediary can also be passed through
It is indirectly connected, can be the connection inside two elements.For the ordinary skill in the art, it can be managed with concrete condition
Solve the concrete meaning of above-mentioned term in the present invention.
Referring to Fig.1-7, a kind of concrete high pier construction plate device, including template system, support are present embodiments provided
System, hydraulic lifting system, operating platform 100 and people's row ladder 900, in which:
The template system includes inner template 300 and exterior sheathing 200, and the exterior sheathing 200 surrounds cylindrical cavity, described
Inner template 300 is located in the cylindrical cavity that the exterior sheathing 200 surrounds, shape between the inner template 300 and the exterior sheathing 200
Circularize cavity to be poured；
The support system includes enclosure truss 400, multiple outer hoisting frames 500 and multiple interior hoisting frames 600, described to enclose
The outside of the exterior sheathing 200 is arranged in circle truss 400, and the distance between the enclosure truss 400 and the exterior sheathing 200 are
220mm-280mm；The multiple outer hoisting frame 500 is fixedly connected with the enclosure truss 400, and the multiple outer hoisting frame
500 are arranged along the circumferential direction interval of the exterior sheathing 200, and the exterior sheathing 200 is installed on the outer hoisting frame 500；Institute
It states interior hoisting frame 600 to be located in the cavity that the inner template 300 surrounds, and the inner template 300 is installed on the interior hoisting frame
600；
The hydraulic lifting system includes multiple hydraulic lifting apparatus 700, the multiple outer hoisting frame 500 and described more
The hydraulic lifting apparatus 700 is connected separately on a interior hoisting frame 600, the hydraulic lifting apparatus 700 is described for driving
Interior hoisting frame 600 and the outer hoisting frame 500 move back and forth, and enable the enclosure truss 400, the exterior sheathing 200 and institute
State 300 synchronizing moving of inner template；
The operating platform 100 is located in the cavity that the inner template 300 surrounds and is located at the enclosure truss 400
On；
People's row ladder 900 includes ladder main body and lock set, and the ladder main body includes two masters being oppositely arranged
Bone beam and the more crossbeams between two main bone beams, the more crossbeams are arranged in parallel, every crossbeam
Both ends are plugged on respectively on the corresponding main bone beam, and one end of the every main bone beam is provided with sleeve, the operating platform
On be provided with interconnecting piece 110, the sleeve is set in outside the interconnecting piece 110, and the ladder main body can be relative to the behaviour
Make platform rotation, is connected between the ladder main body and the operating platform by the lock set.Above and below staff
Operating platform does not need carrier's row ladder 900 repeatedly, greatly reduces working strength, meanwhile, after use, utilize lock group
Part by 900 institute of people row ladder on the operational platform, it is not easy to lose.
Optionally, it is provided with the first mounting lug 910 on main bone beam described at least one, is provided on the operating platform
Second mounting lug 120, the lock set include lock body, lock core and lock tongue, and the lock body is mounted on second mounting lug
On 120, the lock core and the lock tongue are mounted in first mounting lug 910, and the lock core transmission connection is in the lock
Tongue, the lock tongue can interlocking in the lock body.
Optionally, people's row ladder 900 includes first segment and second segment, and first segment and second segment are slidably connected.Specifically,
The main bone beam of the main bone beam grafting of the main bone beam and second segment of first segment, first segment can be sliding relative to the main bone beam of second segment
It is dynamic, and then change the length of people's row ladder 900.Meanwhile being connected between the main bone beam of first segment and the main bone beam of second segment by bolt
It connects, is conveniently adjusted.First mounting lug 910 is arranged on the second segment of people's row ladder 900, one end of the first segment of people's row ladder 900
Hingedly on the operational platform.People's row ladder 900 it is easy to adjust, use scope is wide.
A kind of concrete high pier construction plate device is present embodiments provided, the concrete high pier construction plate device structure
Advantages of simple, convenient processing and manufacture, manufacturing cost are low；Meanwhile the compact overall structure of the plate device, sound construction is reliable,
In lifting process, template is more uniformly stressed, and is promoted more convenient.It is specific as follows:
The plate device includes template system, support system and hydraulic lifting system, and template system is for true when pouring
Surely the cavity poured, template system are designed according to the structure of the building actually poured, and the sky of sealing is surrounded between template
Chamber is not easy spillage when pouring；Template system and support system, hydraulic lifting system are connected with each other, and hydraulic lifting system provides whole
The power that a plate device rises or decline needs.Support system includes enclosure truss 400 and hoisting frame, enclosure truss
400 are used for fixed form system, and hoisting frame is connect with template, and lifting device drives hoisting frame to move back and forth, hoisting frame and template
And enclosure truss 400 is fixedly connected, and then drives enclosure truss 400 and template synchronous movement, realizes whole movement, into
And it completes to pour.In lifting process, hoisting frame is connect with template, and hydraulic lifting apparatus 700 acts directly on hoisting frame, is promoted
Frame drives entire plate device mobile, and when promotion is more stable, and is connected separately with hydraulic lifting apparatus on each hoisting frame
700, the stress balance of whole device when promotion does not need to carry out adjustment repeatedly, shortens the construction time, improves construction effect
Rate.Meanwhile after molding, exterior sheathing has at a distance from 220mm-280mm between enclosure truss, convenient for de- in work progress
Mould.
Referring to Fig. 1, in the preferred embodiment of the embodiment, the hydraulic lifting apparatus 700 is jack, described hydraulic to mention
The system of liter further includes guide rod 101, and the hoisting frame is connect with the guide rod 101, and the jack drives the hoisting frame
Length direction along the guide rod 101 slides.The stability of jack is high, and power is high, and when work is more safe and reliable.It is climbing
In modular system, jack needs that Commutating box is cooperated to realize that rising and decline process, the structure of Commutating box are the prior art together,
Its structure is not improved in the present embodiment, in order to avoid narration repeats burden, the structure of Commutating box is without being described in detail.
Commutating box is used cooperatively with jack, and each jack is arranged there are two Commutating box, when practical operation, by control Commutating box into
And realize the promotion of guide rod 101 or hoisting frame, finally realize whole promotion.During actual construction, guide rod 101 is
Therefore the supporting point of supporting template system whole load carries out quantity and the position of guide rod 101 according to site operation environment
Arrangement, guide rod 101 is embedded in concrete, do not need to pull out, and ensure that guide rod 101 is able to bear more in work progress
Big power, construction safety.
Referring to Fig. 2, in the preferred embodiment of the embodiment, the outer hoisting frame 500 include stringer 102, spandrel girder 103 with
And two support rods 104 being oppositely arranged, the stringer 102 are mutually perpendicular to the spandrel girder 103, the bottom of the stringer 102
The enclosure truss 400 is fixed at end, and top connects the spandrel girder 103, and the stringer 102 stretches out upwards along the vertical direction
The operating platform 100；The spandrel girder 103 extends along the board direction perpendicular to exterior sheathing 200, and the spandrel girder 103
The exterior sheathing 200 is protruded along the direction towards the inner template 300, the exterior sheathing 200 is held by connection component with described
Weight beam 103 connects；Two support rods 104 are respectively supported between the spandrel girder 103 and the enclosure truss 400.Outside
Hoisting frame 500 is designed as F shape, and spandrel girder 103 is convenient for across exterior sheathing 200 and enclosure truss 400 by enclosure truss 400
And exterior sheathing 200 connects, in lifting process, jack drives hoisting frame to slide along guide rod 101, and then realizes and enclose
The synchronizing moving of truss 400 and exterior sheathing 200 is enclosed, is drawn more convenient.
Inner template 300 is identical as the mode of traction of exterior sheathing 200, and Synchronous lifting when construction, without detailed description.?
When practice of construction, in order to guarantee the safety of construction, the hydraulic lifting apparatus 700 is additionally provided with self-locking device.
Concrete high pier construction plate device provided in this embodiment, using enclosure truss 400 be main frame structure with
Operation platform as the main support structure of frame body and promotes track using the guide rod 101 being vertically embedded in pier stud concrete,
It is preferably arranged to, guide rod 101 is seamless steel pipe, and intensity is high, easy to process and installation, and passes through F type frame body for enclosure truss
400 are connected with hydraulic lifting system, and when jack climbs upwards, enclosure truss 400 is promoted together, realize in template
It mentions.
Please refer to Fig. 3-Fig. 4, in the preferred embodiment of the embodiment, the spandrel girder 103 has mounting hole 105, the peace
It fills hole 105 and runs through the spandrel girder 103 along the vertical direction, the mounting hole 105 prolongs along the length direction of the spandrel girder 103
It stretches；
The connection component includes connecting rod 106 and limited block 107, and the connecting rod 106 passes through the mounting hole
105, and one end of the connecting rod 106 is fixedly connected with the exterior sheathing 200, the other end stretches out the top of the spandrel girder 103
Face, the limited block 107 are installed in the connecting rod 106, for preventing the top of the connecting rod 106 from the mounting hole
It falls off in 105.The structure that exterior sheathing 200 is fixed on spandrel girder 103 is simple, can adjust connecting rod 106 during the installation process
Length so that adjust the distance between exterior sheathing 200 and spandrel girder 103, guarantee that the exterior sheathing 200 of surrounding when pouring is located at together
In one horizontal plane, the uniform force of entire enclosure truss 400, convenient for pouring.Further, graduation mark is set in connecting rod 106,
It is more accurate when adjustment.Limited block 107 bears the gravity of outer template, using the time it is longer after, easy the case where wearing, general
Limited block 107, using being detachably connected, is conveniently replaceable limited block 107 with connecting rod 106, improves construction safety.Spiral shell can be used
Limited block 107 is screwed onto the end of connecting rod 106 by the mode connect, in order to improve safety, is arranged in connecting rod 106 and is inserted
Pin, prevents limited block 107 from falling off.
Referring to Fig. 5, the connection component further includes hanging ring 108 and connection strap in the preferred embodiment of the embodiment
109, the connection strap 109 is fixedly connected with the exterior sheathing 200, length side of the connection strap 109 along the exterior sheathing 200
Side or width side extend, and the hanging ring 108 is set on the connection strap 109, the connecting rod 106 and the connection strap
109 are fixedly connected.Connection strap 109 is connect with exterior sheathing 200, does not need that interconnecting piece 110, exterior sheathing are arranged on exterior sheathing 200
200 structure is more compact, easy to process；Hanging ring 108 is directly set on connection strap 109, then by connection strap 109 and even
Extension bar 106 is fixedly connected, and preferably power can be dispersed on hanging ring 108 and connecting rod 106, constructed safer.
In the preferred embodiment of the embodiment, the exterior sheathing 200 is connected by adjusting screw 201 and the enclosure truss 400
It connects, when exterior sheathing 200 and inner template 300 are molded and demoulded, by adjusting screw 201, adjusts convenient and reliable operation,
Improve construction efficiency.
In the preferred embodiment of the embodiment, the template system further includes counter brace 202, in casting process, template by
Easily there is micro-strain, the feelings of spillage easily occur at the gap of template connection in the lateral pressure of concrete, the cavity that template surrounds
Therefore condition is provided with counter brace 202, template is able to bear lateral pressure, and construction quality is more preferable.
Referring to Fig. 6, being also equipped with the first Screw arbor with nut at both-ends in the inner template 300 in the preferred embodiment of the embodiment
203, the both ends of first Screw arbor with nut at both-ends 203 are separately connected adjacent two template of the inner template 300；The exterior sheathing
The second Screw arbor with nut at both-ends 204 is additionally provided on 200, the both ends of second Screw arbor with nut at both-ends 204 are separately connected the exterior sheathing 200
Two adjacent templates.In order to prevent when concreting enclosure truss 400 deformation, in inner template 300 and exterior sheathing 200
Chamfering at Screw arbor with nut at both-ends is respectively set, Screw arbor with nut at both-ends is easy to operate, convenient for control, keep the mechanism of whole device stronger.
In the preferred embodiment of the embodiment, the concrete high pier construction plate device further includes protective fence 800, described anti-
Guardrail 800 is located at the outside of the enclosure truss 400, and the protective fence 800 is in along the circumferential direction of the enclosure truss 400
Ring-type, the protective fence 800 are connect with the enclosure truss 400.Safety when worker operation is improved, in order to further increase
The convenience of operation is also equipped with ladder on operating platform 100, and protective fence 800, operation peace are again provided on ladder
Entirely.It being preferably arranged to, the protective fence 800 includes more mental sections, and frame structure is made in the more mental sections splicing,
Structure is stronger reliable, not easy to break or collapse, construction safety.Fixed by the way of welding or being spirally connected it can connect
It connects, whole sound construction, connection type is reliable and stable.
The above descriptions are merely preferred embodiments of the present invention, is not intended to limit the utility model, for this
For the technical staff in field, various modifications and changes may be made to the present invention.It is all in the spirit and principles of the utility model
Within, any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.
Claims (10)
1. a kind of concrete high pier construction plate device, which is characterized in that including template system, support system, hydraulic pressure lift system
System, operating platform and telescopic people's row ladder, in which:
The template system includes inner template and exterior sheathing, and the exterior sheathing surrounds cylindrical cavity, and the inner template is located at institute
It states in the cylindrical cavity that exterior sheathing surrounds, forms annular cavity to be poured between the inner template and the exterior sheathing；
The support system includes enclosure truss, multiple outer hoisting frames and multiple interior hoisting frames, and the enclosure truss setting exists
The outside of the exterior sheathing, the distance between the enclosure truss and the exterior sheathing are 220mm-280mm；It is the multiple outer
Hoisting frame is fixedly connected with the enclosure truss, and the multiple outer hoisting frame is set along the circumferential direction interval of the exterior sheathing
It sets, the exterior sheathing is installed on the outer hoisting frame；The interior hoisting frame is located in the cavity that the inner template surrounds, and institute
It states inner template and is installed on the interior hoisting frame；
The hydraulic lifting system includes multiple hydraulic lifting apparatus, the multiple outer hoisting frame and the multiple interior hoisting frame
On be connected separately with the hydraulic lifting apparatus, the hydraulic lifting apparatus is for driving the interior hoisting frame and described outer mentioning
It rises frame to move back and forth, enables the enclosure truss, the exterior sheathing and the inner template synchronizing moving；
The operating platform is located in the cavity that the inner template surrounds and is located on the enclosure truss；
People's row ladder includes ladder main body and lock set, and the ladder main body includes two sections of ladder steps, every section of ladder step packet
It includes main bone beam that two are oppositely arranged and the more crossbeams between two main bone beams, the more crossbeams is set in parallel
It sets, the both ends of the every crossbeam are plugged on respectively on the corresponding main bone beam, the corresponding main bone beam of two sections of ladder steps
It is slidably connected, and the main bone beam of two sections of ladder steps is bolted, one end of the every main bone beam is provided with sleeve, institute
It states and is provided with interconnecting piece on operating platform, the sleeve is set in outside the interconnecting piece, and the ladder main body can be relative to institute
Operating platform rotation is stated, is connected between the ladder main body and the operating platform by the lock set.
2. concrete high pier construction plate device according to claim 1, which is characterized in that the hydraulic lifting apparatus is
Jack, the hydraulic lifting system further include guide rod, and the hoisting frame is connect with the guide rod, the jack driving
The hoisting frame is slided along the length direction of the guide rod.
3. concrete high pier construction plate device according to claim 2, which is characterized in that the outer hoisting frame includes vertical
Beam, spandrel girder and two support rods being oppositely arranged, the stringer are mutually perpendicular to the spandrel girder, the bottom end of the stringer
It is fixed on the enclosure truss, top connects the spandrel girder, and it is flat that the stringer stretches out the operation upwards along the vertical direction
Platform；The spandrel girder extends along the board direction perpendicular to exterior sheathing, and the spandrel girder is along towards the direction of the inner template
The exterior sheathing is protruded, the exterior sheathing is connect by connection component with the spandrel girder；Two support rods support respectively
Between the spandrel girder and the enclosure truss；The spandrel girder is slidably connected the guide rod.
4. concrete high pier construction plate device according to claim 3, which is characterized in that the spandrel girder has installation
Hole, the mounting hole run through the spandrel girder along the vertical direction, and the mounting hole extends along the length direction of the spandrel girder；
The connection component includes connecting rod and limited block, and the connecting rod passes through the mounting hole, and the connecting rod
One end is fixedly connected with the exterior sheathing, and the other end stretches out the top surface of the spandrel girder, and the limited block is installed on the connection
On bar, for preventing the top of the connecting rod from falling off out of described mounting hole.
5. concrete high pier construction plate device according to claim 4, which is characterized in that the connection component further includes
Hanging ring and connection strap, the connection strap are fixedly connected with the exterior sheathing, length side of the connection strap along the exterior sheathing
Side or width side extend, and the hanging ring is set on the connection strap, and the connecting rod is fixedly connected with the connection strap.
6. concrete high pier construction plate device according to claim 1, which is characterized in that main bone beam described at least one
On be provided with the first mounting lug, the second mounting lug is provided on the operating platform, the lock set includes lock body, lock core
And lock tongue, the lock body are mounted on second mounting lug, the lock core and the lock tongue are mounted on first installation
In lug, lock core transmission connection in the lock tongue, the lock tongue can interlocking in the lock body.
7. concrete high pier construction plate device according to claim 6, which is characterized in that the template system further includes
Counter brace.
8. concrete high pier construction plate device according to claim 7, which is characterized in that also installed in the inner template
There is the first Screw arbor with nut at both-ends, the both ends of first Screw arbor with nut at both-ends are separately connected adjacent two template of the inner template；It is described
The second Screw arbor with nut at both-ends is additionally provided on exterior sheathing, the both ends of second Screw arbor with nut at both-ends are separately connected the adjacent of the exterior sheathing
Two templates.
9. concrete high pier construction plate device according to claim 1, which is characterized in that the concrete high pier construction
Plate device further includes protective fence, and the protective fence is located at the outside of the enclosure truss, and the protective fence is along the enclosure
The circumferential direction of truss is annular in shape, and the protective fence is connect with the enclosure truss.
10. concrete high pier construction plate device according to claim 9, which is characterized in that the protective fence includes more
Frame structure is made in root mental section, the more mental sections splicing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820199050.0U CN209323370U (en) | 2018-02-05 | 2018-02-05 | Concrete high pier construction plate device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820199050.0U CN209323370U (en) | 2018-02-05 | 2018-02-05 | Concrete high pier construction plate device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209323370U true CN209323370U (en) | 2019-08-30 |
Family
ID=67704911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820199050.0U Active CN209323370U (en) | 2018-02-05 | 2018-02-05 | Concrete high pier construction plate device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209323370U (en) |
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2018
- 2018-02-05 CN CN201820199050.0U patent/CN209323370U/en active Active
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