CN205205683U - High mound construction formwork device of concrete - Google Patents
High mound construction formwork device of concrete Download PDFInfo
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- CN205205683U CN205205683U CN201521037665.6U CN201521037665U CN205205683U CN 205205683 U CN205205683 U CN 205205683U CN 201521037665 U CN201521037665 U CN 201521037665U CN 205205683 U CN205205683 U CN 205205683U
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- exterior sheathing
- hoisting frame
- plate device
- spandrel girder
- enclosure truss
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Abstract
The utility model provides a high mound construction formwork device of concrete belongs to architectural equipment technical field, including template system, braced system, hydraulic lifting system, operation platform, the template system includes inner formword and exterior sheathing, and braced system includes enclosure truss, a plurality of outer hoisting frame and a plurality of interior hoisting frame, and the enclosure truss sets up in the outside of exterior sheathing, and the distance between enclosure truss and the exterior sheathing is 300mm -500mm, a plurality of outer hoisting frames all with enclosure truss fixed connection, the exterior sheathing is installed on outer hoisting frame, the inner formword is installed in interior hoisting frame, hoisting frame and outer hoisting frame reciprocating motion in hydraulic lifting system is used for driving make enclosure truss, exterior sheathing and inner formword synchronous motion, operation platform lies in the cavity of centre form hoarding one -tenth and lies in the enclosure truss. The overall structure of this template device is compact, and the sound construction is reliable, promotes the in -process, and the atress of template is more even, promotes convenient and fast more.
Description
Technical field
The utility model relates to building implements technical field, in particular to a kind of concrete high pier construction plate device.
Background technology
In highway bridge construction, the concrete construction of high pier is a kind of very conventional construction technology, has simple to operate, reliable in quality, low cost and other advantages.The concrete construction technology of high pier is relatively simple, and carrying out the concrete quality control on construction work of high pier, is very crucial.In prior art, concrete high pier construction often adopts sliding formwork or turns over the construction method of mould.Sliding formwork hangs the composition such as hurdle and lifting means primarily of working platform, inner and outer template, concrete platform, work, utilizes hoisting device to continue to promote inner and outer template and carries out concreting.Turning over mould is adopt bulk steel form, utilizes that tower crane, bottle gouard moved by hands promote, the operation of installation and removal template is unbridled, primarily of compositions such as segmented bulk steel form, operation platform, fixing frame of formworks, lifting means and installations.
Inventor finds under study for action, and at least there are the following problems for concrete high pier construction template of the prior art:
Form construction technology is adopted in one, prior art, plate device one-time investment is larger, a definite limitation is had to the Facade form of works, structure design also must be coordinated according to the feature of slding form operation, and in construction and management, need the management system of science and the professional contingent of quantity, construction cost is high.
Two, prior art adopts over-form construction technique, needs to adopt large-scale wherein equipment in over-form construction process, and high to the environmental requirement of construction plant, equipment operating underaction, the cycle of construction is long.
Utility model content
The purpose of this utility model is to provide a kind of concrete high pier construction plate device, wastes time and energy, long construction period and the high problem of construction cost with the concrete high pier construction plate device operation improving prior art.
The utility model is achieved in that
Based on above-mentioned purpose, the utility model provides a kind of concrete high pier construction plate device, comprises template system, support system, hydraulic lifting system and operating platform, wherein:
Described template system comprises inner formword and exterior sheathing, and described exterior sheathing surrounds cylindrical cavity, and described inner formword is positioned at the cylindrical cavity that described exterior sheathing surrounds, and forms annular cavity to be built between described inner formword and described exterior sheathing;
Described support system comprises enclosure truss, multiple outer hoisting frame and multiple interior hoisting frame, and described enclosure truss is arranged on the outside of described exterior sheathing, and the distance between described enclosure truss and described exterior sheathing is 300mm-500mm; Described multiple outer hoisting frame is all fixedly connected with described enclosure truss, and described multiple outer hoisting frame is arranged along the circumferential direction interval of described exterior sheathing, and described exterior sheathing is installed on described outer hoisting frame; Described interior hoisting frame is positioned at the cavity that described inner formword surrounds, and described inner formword is installed on described interior hoisting frame;
Described hydraulic lifting system comprises multiple hydraulic lifting apparatus, described multiple outer hoisting frame and described multiple interior hoisting frame are connected to described hydraulic lifting apparatus, described hydraulic lifting apparatus moves back and forth for driving described interior hoisting frame and described outer hoisting frame, makes described enclosure truss, described exterior sheathing and described inner formword synchronizing moving;
Described operating platform is positioned at cavity that described inner formword surrounds and is positioned on described enclosure truss.
Preferably, described hydraulic lifting apparatus is jack, and described hydraulic lifting system also comprises guide peg, and described hoisting frame is connected with described guide peg, and described jack drives described hoisting frame to slide along the length direction of described guide peg.
Preferably, two support bars that described outer hoisting frame comprises longeron, spandrel girder and is oppositely arranged, described longeron is mutually vertical with described spandrel girder, described enclosure truss is fixed in the bottom of described longeron, its top connects described spandrel girder, and described longeron vertically protrudes upward described operating platform; Described spandrel girder extends along the direction, plate face perpendicular to exterior sheathing, and described spandrel girder protrudes described exterior sheathing along the direction towards described inner formword, and described exterior sheathing is connected with described spandrel girder by coupling assembling; Described two support bars are supported between described spandrel girder and described enclosure truss respectively.
Preferably, described spandrel girder has installing hole, and described installing hole vertically runs through described spandrel girder, and described installing hole extends along the length direction of described spandrel girder;
Described coupling assembling comprises connecting rod and limited block, described connecting rod is through described installing hole, and one end of described connecting rod is fixedly connected with described exterior sheathing, its other end stretches out the end face of described spandrel girder, described limited block is installed on described connecting rod, comes off in described installing hole for preventing the top of described connecting rod.
Preferably, described coupling assembling also comprises suspension ring and connection strap, and described connection strap is fixedly connected with described exterior sheathing, and described connection strap extends along the length side of described exterior sheathing or width side, described suspension ring are set on described connection strap, and described connecting rod is fixedly connected with described connection strap.
Preferably, described exterior sheathing is connected with described enclosure truss by adjusting screw.
Preferably, described template system also comprises counter brace.
Preferably, described inner formword is also provided with the first Screw arbor with nut at both-ends, the two ends of described first Screw arbor with nut at both-ends connect two adjacent templates of described inner formword respectively; Described exterior sheathing is also provided with the second Screw arbor with nut at both-ends, and the two ends of described second Screw arbor with nut at both-ends connect two adjacent templates of described exterior sheathing respectively.
Preferably, described concrete high pier construction plate device also comprises protective guard, and described protective guard is positioned at the outside of described enclosure truss, and described protective guard along described enclosure truss circumferential direction in the form of a ring, described protective guard is connected with described enclosure truss.
Preferably, described protective guard comprises many shapes, and frame construction is made in described many shapes splicing.
The beneficial effects of the utility model are:
In sum, the utility model provides a kind of concrete high pier construction plate device, and this concrete high pier construction plate device is simple and reasonable, convenient processing and manufacture, low cost of manufacture; Meanwhile, the compact overall structure of this plate device, sound construction is reliable, and in lifting process, template stressed more even, promotes more convenient.Specific as follows:
This plate device comprises template system, support system and hydraulic lifting system, the cavity of building is determined when template system is for building, template system designs according to the structure of actual building of building, and surrounds the cavity of sealing between template, not easily spillage when building; Template system and support system, hydraulic lifting system are interconnected, and hydraulic lifting system provides whole plate device to rise or the power needed that declines.Support system comprises enclosure truss and hoisting frame, enclosure truss is used for fixed form system, hoisting frame is connected with template, lifting appliance drives hoisting frame to move back and forth, hoisting frame is fixedly connected with template and enclosure truss, and then drive enclosure truss and template synchronous motion, realize overall movement, and then complete and build.In lifting process, hoisting frame is connected with template, hydraulic lifting apparatus acts directly on hoisting frame, hoisting frame drives whole plate device to move, more stable during lifting, and each hoisting frame is connected to hydraulic lifting apparatus, the stress balance of whole device during lifting, do not need to carry out adjustment repeatedly, shorten the engineering time, improve efficiency of construction.Meanwhile, after matched moulds, there is between exterior sheathing and enclosure truss the distance of 300mm-500mm, the demoulding in constructability process.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, be briefly described to the accompanying drawing used required in embodiment below, be to be understood that, the following drawings illustrate only some embodiment of the present utility model, therefore the restriction to scope should be counted as, for those of ordinary skill in the art, under the prerequisite not paying creative work, other relevant accompanying drawings can also be obtained according to these accompanying drawings.
The top view of the concrete high pier construction plate device that Fig. 1 provides for the utility model embodiment;
The structure chart of the hoisting frame of the concrete high pier construction plate device that Fig. 2 provides for the utility model embodiment;
The hoisting frame of concrete high pier construction plate device that Fig. 3 provides for the utility model embodiment and the structure chart of coupling assembling;
The structure chart of the spandrel girder of the concrete high pier construction plate device that Fig. 4 provides for the utility model embodiment;
The coupling assembling of concrete high pier construction plate device that Fig. 5 provides for the utility model embodiment and the structure chart of exterior sheathing;
The exterior sheathing of concrete high pier construction plate device that Fig. 6 provides for the utility model embodiment and the structure chart of inner formword.
Reference numeral gathers:
Operating platform 100, exterior sheathing 200, inner formword 300, enclosure truss 400, outer hoisting frame 500, interior hoisting frame 600, hydraulic lifting apparatus 700, protective guard 800,
Guide peg 101, longeron 102, spandrel girder 103, support bar 104, installing hole 105, connecting rod 106, limited block 107, suspension ring 108, connection strap 109,
Adjusting screw 201, counter brace 202, the first Screw arbor with nut at both-ends 203, second Screw arbor with nut at both-ends 204.
Detailed description of the invention
Form construction technology is adopted in prior art, plate device one-time investment is larger, a definite limitation is had to the Facade form of works, structure design also must be coordinated according to the feature of slding form operation, and in construction and management, need the management system of science and the professional contingent of quantity, construction cost is high.
Given this, designer of the present utility model devises a kind of concrete high pier construction plate device, this plate device is simple and reasonable, processing and manufacturing cost is low, and meanwhile, this plate device compact conformation is firm, in work progress, the flexible operation that climbs of template system, in process of climbing, the stress balance of whole device, saves the engineering time.
For making the object of the utility model embodiment, technical scheme and advantage clearly, below in conjunction with the accompanying drawing in the utility model embodiment, technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is the utility model part embodiment, instead of whole embodiments.The assembly of the utility model embodiment describing and illustrate in usual accompanying drawing herein can be arranged with various different configuration and design.Therefore, below to the detailed description of the embodiment of the present utility model provided in the accompanying drawings and the claimed scope of the present utility model of not intended to be limiting, but selected embodiment of the present utility model is only represented.Based on the embodiment in the utility model, those of ordinary skill in the art are not making the every other embodiment obtained under creative work prerequisite, all belong to the scope of the utility model protection.
It should be noted that: represent similar terms in similar label and letter accompanying drawing below, therefore, once be defined in an a certain Xiang Yi accompanying drawing, then do not need to define further it and explain in accompanying drawing subsequently.
In description of the present utility model, it should be noted that, term " " center ", " on ", D score, " left side ", " right side ", " vertically ", " level ", " interior ", orientation or the position relationship of the instruction such as " outward " are based on orientation shown in the drawings or position relationship, or this utility model product orientation of usually putting or position relationship when using, only the utility model and simplified characterization for convenience of description, instead of indicate or imply that the device of indication or element must have specific orientation, with specific azimuth configuration and operation, therefore can not be interpreted as restriction of the present utility model.In addition, term " first ", " second ", " the 3rd " etc. only for distinguishing description, and can not be interpreted as instruction or hint relative importance.
In description of the present utility model, also it should be noted that, unless otherwise clearly defined and limited, term " setting ", " installation ", " being connected ", " connection " should be interpreted broadly, and such as, can be fixedly connected with, also can be removably connect, or connect integratedly; Can be mechanical connection, also can be electrical connection; Can be directly be connected, also indirectly can be connected by intermediary, can be the connection of two element internals.For the ordinary skill in the art, concrete condition the concrete meaning of above-mentioned term in the utility model can be understood.
With reference to Fig. 1-6, present embodiments provide a kind of concrete high pier construction plate device, comprise template system, support system, hydraulic lifting system and operating platform 100, wherein:
Described template system comprises inner formword 300 and exterior sheathing 200, described exterior sheathing 200 surrounds cylindrical cavity, described inner formword 300 is positioned at the cylindrical cavity that described exterior sheathing 200 surrounds, and forms annular cavity to be built between described inner formword 300 and described exterior sheathing 200;
Described support system comprises enclosure truss 400, multiple outer hoisting frame 500 and multiple interior hoisting frame 600, described enclosure truss 400 is arranged on the outside of described exterior sheathing 200, and the distance between described enclosure truss 400 and described exterior sheathing 200 is 300mm-500mm; Described multiple outer hoisting frame 500 is all fixedly connected with described enclosure truss 400, and described multiple outer hoisting frame 500 is arranged along the circumferential direction interval of described exterior sheathing 200, and described exterior sheathing 200 is installed on described outer hoisting frame 500; Described interior hoisting frame 600 is positioned at the cavity that described inner formword 300 surrounds, and described inner formword 300 is installed on described interior hoisting frame 600;
Described hydraulic lifting system comprises multiple hydraulic lifting apparatus 700, described multiple outer hoisting frame 500 and described multiple interior hoisting frame 600 are connected to described hydraulic lifting apparatus 700, described hydraulic lifting apparatus 700 moves back and forth for driving described interior hoisting frame 600 and described outer hoisting frame 500, makes described enclosure truss 400, described exterior sheathing 200 and described inner formword 300 synchronizing moving;
Described operating platform 100 is positioned at cavity that described inner formword 300 surrounds and is positioned on described enclosure truss 400.
Present embodiments provide a kind of concrete high pier construction plate device, this concrete high pier construction plate device is simple and reasonable, convenient processing and manufacture, low cost of manufacture; Meanwhile, the compact overall structure of this plate device, sound construction is reliable, and in lifting process, template stressed more even, promotes more convenient.Specific as follows:
This plate device comprises template system, support system and hydraulic lifting system, the cavity of building is determined when template system is for building, template system designs according to the structure of actual building of building, and surrounds the cavity of sealing between template, not easily spillage when building; Template system and support system, hydraulic lifting system are interconnected, and hydraulic lifting system provides whole plate device to rise or the power needed that declines.Support system comprises enclosure truss 400 and hoisting frame, enclosure truss 400 is for fixed form system, hoisting frame is connected with template, lifting appliance drives hoisting frame to move back and forth, hoisting frame is fixedly connected with template and enclosure truss 400, and then drive enclosure truss 400 and template synchronous motion, realize overall movement, and then complete and build.In lifting process, hoisting frame is connected with template, hydraulic lifting apparatus 700 acts directly on hoisting frame, hoisting frame drives whole plate device to move, more stable during lifting, and each hoisting frame is connected to hydraulic lifting apparatus 700, the stress balance of whole device during lifting, do not need to carry out adjustment repeatedly, shorten the engineering time, improve efficiency of construction.Meanwhile, after matched moulds, there is between exterior sheathing and enclosure truss the distance of 300mm-500mm, the demoulding in constructability process.
Refer to Fig. 1, in the preferred version of this embodiment, described hydraulic lifting apparatus 700 is jack, and described hydraulic lifting system also comprises guide peg 101, described hoisting frame is connected with described guide peg 101, and described jack drives described hoisting frame to slide along the length direction of described guide peg 101.The stability of jack is high, and power is high, more safe and reliable during work.In climbing form system, jack needs to coordinate Commutating box to realize together rising and decline process, and the structure of Commutating box is prior art, does not improve its structure in the present embodiment, and repeat burden in order to avoid describing, the structure of Commutating box is not described in detail.Commutating box and jack with the use of, each jack is equipped with two Commutating boxs, during practical operation, by controlling Commutating box and then realizing the lifting of guide peg 101 or hoisting frame, finally achieves overall lifting.When practice of construction, guide peg 101 is strong points of the whole load of supporting template system, therefore, the quantity of guide peg 101 and the arrangement of position is carried out according to site operation environment, guide peg 101 is embedded in concrete, do not need to pull out, ensure that in work progress, guide peg 101 can bear larger power, construction safety.
Refer to Fig. 2, in the preferred version of this embodiment, two support bars 104 that described outer hoisting frame 500 comprises longeron 102, spandrel girder 103 and is oppositely arranged, described longeron 102 is mutually vertical with described spandrel girder 103, described enclosure truss 400 is fixed in the bottom of described longeron 102, its top connects described spandrel girder 103, and described longeron 102 vertically protrudes upward described operating platform 100; Described spandrel girder 103 extends along the direction, plate face perpendicular to exterior sheathing 200, and described spandrel girder 103 protrudes described exterior sheathing 200 along the direction towards described inner formword 300, and described exterior sheathing 200 is connected with described spandrel girder 103 by coupling assembling; Described two support bars 104 are supported between described spandrel girder 103 and described enclosure truss 400 respectively.Outer hoisting frame 500 is designed to F shape, spandrel girder 103 is across exterior sheathing 200 and enclosure truss 400, enclosure truss 400 and exterior sheathing 200 is convenient to couple together, in lifting process, jack drives hoisting frame to slide along guide peg 101, and then achieve the synchronizing moving of enclosure truss 400 and exterior sheathing 200, draw convenient.
Inner formword 300 is identical with the mode of traction of exterior sheathing 200, and Synchronous lifting during construction, be not described in detail.When practice of construction, in order to ensure the safety of constructing, described hydraulic lifting apparatus 700 is also provided with self-locking device.
The concrete high pier construction plate device that the present embodiment provides, utilize enclosure truss 400 for major architectural structure and operation platform, utilize and be vertically embedded in the guide peg 101 in pier stud concrete as the main support structure of support body and lifting track, preferably be set to, guide peg 101 is seamless steel pipe, intensity is high, be convenient to processing and install, and by F type frame body, enclosure truss 400 is connected with hydraulic lifting system, when jack upwards climbs, enclosure truss 400 promotes jointly with it, achieves in template and carries.
Refer to Fig. 3-Fig. 4, in the preferred version of this embodiment, described spandrel girder 103 has installing hole 105, and described installing hole 105 vertically runs through described spandrel girder 103, and described installing hole 105 extends along the length direction of described spandrel girder 103;
Described coupling assembling comprises connecting rod 106 and limited block 107, described connecting rod 106 is through described installing hole 105, and one end of described connecting rod 106 is fixedly connected with described exterior sheathing 200, its other end stretches out the end face of described spandrel girder 103, described limited block 107 is installed on described connecting rod 106, comes off in described installing hole 105 for preventing the top of described connecting rod 106.The structure that exterior sheathing 200 is fixed on spandrel girder 103 is simple, the length of connecting rod 106 and then the distance between adjustment exterior sheathing 200 and spandrel girder 103 can be adjusted in installation process, when ensureing to build, the exterior sheathing 200 of surrounding is located in the same horizontal plane, the uniform force of whole enclosure truss 400, is convenient to build.Further, connecting rod 106 arranges graduation mark, more accurate during adjustment.Limited block 107 bears the outer gravity touching plate, after service time is longer, easily occurs the situation of wearing and tearing, limited block 107 and connecting rod 106 is adopted and removably connects, and is convenient to change limited block 107, improves construction safety.The mode be spirally connected can be adopted limited block 107 to be screwed onto the end of connecting rod 106, in order to improve safety, connecting rod 106 to arrange latch, preventing limited block 107 from coming off.
Refer to Fig. 5, in the preferred version of this embodiment, described coupling assembling also comprises suspension ring 108 and connection strap 109, described connection strap 109 is fixedly connected with described exterior sheathing 200, described connection strap 109 extends along the length side of described exterior sheathing 200 or width side, described suspension ring 108 are set on described connection strap 109, and described connecting rod 106 is fixedly connected with described connection strap 109.Connection strap 109 is connected with exterior sheathing 200, does not need to arrange connecting portion on exterior sheathing 200, and the structure of exterior sheathing 200 is compacter, is convenient to processing; Suspension ring 108 are directly set on connection strap 109, then connection strap 109 are fixedly connected with connecting rod 106, better power can be dispersed in suspension ring 108 with on connecting rod 106, construct safer.
In the preferred version of this embodiment, described exterior sheathing 200 is connected with described enclosure truss 400 by adjusting screw 201, when exterior sheathing 200 and inner formword 300 matched moulds and the demoulding, by adjusting screw 201, adjustment operation is convenient and reliable, improves efficiency of construction.
In the preferred version of this embodiment, described template system also comprises counter brace 202, in casting process, template is subject to concrete lateral pressure, and the cavity that template surrounds easily occurs micro-strain, and the situation of spillage easily appears in the gap place that template connects, therefore, be provided with counter brace 202, template can bear lateral pressure, and construction quality is better.
Refer to Fig. 6, in the preferred version of this embodiment, described inner formword 300 is also provided with the first Screw arbor with nut at both-ends 203, the two ends of described first Screw arbor with nut at both-ends 203 connect two adjacent templates of described inner formword 300 respectively; Described exterior sheathing 200 is also provided with the second Screw arbor with nut at both-ends 204, the two ends of described second Screw arbor with nut at both-ends 204 connect two adjacent templates of described exterior sheathing 200 respectively.The distortion of enclosure truss 400 during in order to prevent concreting, arrange Screw arbor with nut at both-ends respectively at the chamfering place of inner formword 300 and exterior sheathing 200, Screw arbor with nut at both-ends is easy to operate, is convenient to control, and makes the mechanism of whole device more firm.
In the preferred version of this embodiment, described concrete high pier construction plate device also comprises protective guard 800, described protective guard 800 is positioned at the outside of described enclosure truss 400, and described protective guard 800 along described enclosure truss 400 circumferential direction in the form of a ring, described protective guard 800 is connected with described enclosure truss 400.Improve safety during operative, in order to improve the convenience of operation further, operating platform 100 being also provided with cat ladder, cat ladder being provided with protective guard 800 equally, handling safety.Preferably be set to, described protective guard 800 comprises many shapes, and frame construction is made in described many shapes splicing, and structure is more solid and reliable, not easy fracture or collapse, construction safety.The mode of welding or being spirally connected can be adopted to be fixedly connected with, and overall sound construction, connected mode is reliable and stable.
The foregoing is only preferred embodiment of the present utility model, be not limited to the utility model, for a person skilled in the art, the utility model can have various modifications and variations.All within spirit of the present utility model and principle, any amendment done, equivalent replacement, improvement etc., all should be included within protection domain of the present utility model.
Claims (10)
1. a concrete high pier construction plate device, is characterized in that, comprises template system, support system, hydraulic lifting system and operating platform, wherein:
Described template system comprises inner formword and exterior sheathing, and described exterior sheathing surrounds cylindrical cavity, and described inner formword is positioned at the cylindrical cavity that described exterior sheathing surrounds, and forms annular cavity to be built between described inner formword and described exterior sheathing;
Described support system comprises enclosure truss, multiple outer hoisting frame and multiple interior hoisting frame, and described enclosure truss is arranged on the outside of described exterior sheathing, and the distance between described enclosure truss and described exterior sheathing is 300mm-500mm; Described multiple outer hoisting frame is all fixedly connected with described enclosure truss, and described multiple outer hoisting frame is arranged along the circumferential direction interval of described exterior sheathing, and described exterior sheathing is installed on described outer hoisting frame; Described interior hoisting frame is positioned at the cavity that described inner formword surrounds, and described inner formword is installed on described interior hoisting frame;
Described hydraulic lifting system comprises multiple hydraulic lifting apparatus, described multiple outer hoisting frame and described multiple interior hoisting frame are connected to described hydraulic lifting apparatus, described hydraulic lifting apparatus moves back and forth for driving described interior hoisting frame and described outer hoisting frame, makes described enclosure truss, described exterior sheathing and described inner formword synchronizing moving;
Described operating platform is positioned at cavity that described inner formword surrounds and is positioned on described enclosure truss.
2. concrete high pier construction plate device according to claim 1, it is characterized in that, described hydraulic lifting apparatus is jack, described hydraulic lifting system also comprises guide peg, described hoisting frame is connected with described guide peg, and described jack drives described hoisting frame to slide along the length direction of described guide peg.
3. concrete high pier construction plate device according to claim 2, it is characterized in that, two support bars that described outer hoisting frame comprises longeron, spandrel girder and is oppositely arranged, described longeron is mutually vertical with described spandrel girder, described enclosure truss is fixed in the bottom of described longeron, its top connects described spandrel girder, and described longeron vertically protrudes upward described operating platform; Described spandrel girder extends along the direction, plate face perpendicular to exterior sheathing, and described spandrel girder protrudes described exterior sheathing along the direction towards described inner formword, and described exterior sheathing is connected with described spandrel girder by coupling assembling; Described two support bars are supported between described spandrel girder and described enclosure truss respectively; Described spandrel girder is slidably connected described guide peg.
4. concrete high pier construction plate device according to claim 3, it is characterized in that, described spandrel girder has installing hole, and described installing hole vertically runs through described spandrel girder, and described installing hole extends along the length direction of described spandrel girder;
Described coupling assembling comprises connecting rod and limited block, described connecting rod is through described installing hole, and one end of described connecting rod is fixedly connected with described exterior sheathing, its other end stretches out the end face of described spandrel girder, described limited block is installed on described connecting rod, comes off in described installing hole for preventing the top of described connecting rod.
5. concrete high pier construction plate device according to claim 4, it is characterized in that, described coupling assembling also comprises suspension ring and connection strap, described connection strap is fixedly connected with described exterior sheathing, described connection strap extends along the length side of described exterior sheathing or width side, described suspension ring are set on described connection strap, and described connecting rod is fixedly connected with described connection strap.
6. concrete high pier construction plate device according to claim 1, is characterized in that, described exterior sheathing is connected with described enclosure truss by adjusting screw.
7. concrete high pier construction plate device according to claim 6, it is characterized in that, described template system also comprises counter brace.
8. concrete high pier construction plate device according to claim 7, is characterized in that, described inner formword is also provided with the first Screw arbor with nut at both-ends, and the two ends of described first Screw arbor with nut at both-ends connect two adjacent templates of described inner formword respectively; Described exterior sheathing is also provided with the second Screw arbor with nut at both-ends, and the two ends of described second Screw arbor with nut at both-ends connect two adjacent templates of described exterior sheathing respectively.
9. concrete high pier construction plate device according to claim 1, it is characterized in that, described concrete high pier construction plate device also comprises protective guard, described protective guard is positioned at the outside of described enclosure truss, and described protective guard along described enclosure truss circumferential direction in the form of a ring, described protective guard is connected with described enclosure truss.
10. concrete high pier construction plate device according to claim 9, it is characterized in that, described protective guard comprises many shapes, and frame construction is made in described many shapes splicing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521037665.6U CN205205683U (en) | 2015-12-14 | 2015-12-14 | High mound construction formwork device of concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521037665.6U CN205205683U (en) | 2015-12-14 | 2015-12-14 | High mound construction formwork device of concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205205683U true CN205205683U (en) | 2016-05-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521037665.6U Withdrawn - After Issue CN205205683U (en) | 2015-12-14 | 2015-12-14 | High mound construction formwork device of concrete |
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| CN (1) | CN205205683U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544397A (en) * | 2015-12-14 | 2016-05-04 | 中交一公局第三工程有限公司 | High concrete pier construction formwork device |
| CN106758844A (en) * | 2016-12-30 | 2017-05-31 | 中铁十八局集团第五工程有限公司 | For the template self-lifting system and method for thin-wall hollow high-pier slding form operation |
| CN108049316A (en) * | 2018-02-05 | 2018-05-18 | 中交公局第三工程有限公司 | Concrete high pier construction plate device |
-
2015
- 2015-12-14 CN CN201521037665.6U patent/CN205205683U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544397A (en) * | 2015-12-14 | 2016-05-04 | 中交一公局第三工程有限公司 | High concrete pier construction formwork device |
| CN106758844A (en) * | 2016-12-30 | 2017-05-31 | 中铁十八局集团第五工程有限公司 | For the template self-lifting system and method for thin-wall hollow high-pier slding form operation |
| CN108049316A (en) * | 2018-02-05 | 2018-05-18 | 中交公局第三工程有限公司 | Concrete high pier construction plate device |
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Granted publication date: 20160504 Effective date of abandoning: 20171114 |