CN106758853A - High pier construction plate device - Google Patents
High pier construction plate device Download PDFInfo
- Publication number
- CN106758853A CN106758853A CN201710106987.9A CN201710106987A CN106758853A CN 106758853 A CN106758853 A CN 106758853A CN 201710106987 A CN201710106987 A CN 201710106987A CN 106758853 A CN106758853 A CN 106758853A
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- Prior art keywords
- plate
- plates
- steel
- liner
- high pier
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A kind of high pier construction plate device, belong to high pier construction field, including exterior sheathing structure and inner template structure, exterior sheathing structure includes four steel plates, four steel plates join end to end to form foreign minister's frame structure successively, the outer wall of each steel plate is provided with reinforcing rib structure, inner template structure includes four liner plates, four liner plates are formed by connecting by multiple resin plates, four liner plates join end to end to form interior frame structure long successively, the outer wall of each liner plate is provided with slide plate, and the inwall of four outer walls of slide plate respectively with four steel plates is contacted.This high pier construction plate device has easy to assembly a, Stability Analysis of Structures, and the rate of wear is slow, the characteristics of long service life, effectively compensate for the defect of the existing template for high pier construction.
Description
Technical field
The present invention relates to high pier construction field, in particular to a kind of high pier construction plate device.
Background technology
It is to combine the advantage of sliding formwork and overmolded in the new construction work of one using outer sliding varus construction method construction pier high
Skill, the construction technology suitably pours low fluidity or half dry concrete, simultaneously because its operation principle and characteristic, in outer cunning
Turn over that construction requirement works structure type is single, section variation is few, without the object such as local ridge and other built-in fittings, using model
Enclose more narrow, it is adaptable to the entity or Thin-wall Hollow Pier of uiform section or variable cross-section.
But, the existing plate device generally existing for high pier construction assemble it is inconvenient, the characteristics of structural instability.
The content of the invention
It is an object of the invention to provide a kind of high pier construction plate device, it has easy to assembly, Stability Analysis of Structures, abrasion
Speed is slow, the characteristics of long service life.
What embodiments of the invention were realized in：
A kind of high pier construction plate device, it includes exterior sheathing structure and inner template structure, and the exterior sheathing structure includes
Four steel plates, four steel plates join end to end to form foreign minister's frame structure successively, and the outer wall of each steel plate is provided with
Reinforcing rib structure, the inner template structure includes four liner plates, and four liner plates are formed by connecting by multiple resin plates, four
The liner plate joins end to end to form interior frame structure long successively, and the outer wall of each liner plate is provided with slide plate, described in four
Inwall of the outer wall of slide plate respectively with four steel plates is contacted.
Further, in preferred embodiments of the present invention, the reinforcing rib structure includes two horizontal channel-section steels and Duo Gen
Vertical channel-section steel, two horizontal channel-section steels are respectively arranged at the top and bottom of the steel plate, and many vertical channel-section steels are along institute
The length direction interval setting of horizontal channel-section steel is stated, the two ends of the every vertical channel-section steel are connected to two level troughs
Steel.
Further, in preferred embodiments of the present invention, the wherein three multiple described resin plates of the liner plate are constituted
It is connected with each other by tongue-and-groove structure, tongue-and-groove structure includes being arranged at the first card article of the adjacent both sides of the resin plate and is arranged at institute
The first draw-in groove of the other both sides of resin plate is stated, first draw-in groove is surrounded by a bottom wall and two side walls, first draw-in groove
Can be engaged by clamping with first card article, the remaining multiple resin plates for the liner plate of composition are mutually interconnected by common mouth structure
Connect, the common mouth structure includes being arranged at the second card article of the adjacent both sides of the resin plate and is arranged at the resin plate in addition
Second draw-in groove of both sides, second draw-in groove is surrounded by a bottom wall and a side wall, and second draw-in groove can be with described second
Card article is engaged by clamping.
Further, in preferred embodiments of the present invention, four angles of foreign minister's frame structure are respectively provided with limited
Position bar, the two ends of each steel plate are respectively fixedly connected with two adjacent positive stop strips, and the two ends of each liner plate are distinguished
It is slidably connected to two adjacent positive stop strips.
Further, in preferred embodiments of the present invention, the every rectangular triangle in the cross section of the positive stop strip,
The hypotenuse of the right angled triangle is curved and caves inward, and the every positive stop strip is provided with two with the liner plate edge
The fixing groove of matching, two fixing grooves are located at two acute angles of the right angled triangle respectively.
Further, in preferred embodiments of the present invention, the every positive stop strip is quality of rubber materials.
Further, in preferred embodiments of the present invention, the junction of the liner plate and the positive stop strip and adjacent
Junction between two resin plates is provided with glass cement sealant.
Further, in preferred embodiments of the present invention, four slide plates are tetrafluoro slide plate.
Further, in preferred embodiments of the present invention, set between the slide plate for contacting with each other and the steel plate
There is lubricant layer.
A kind of high pier construction plate device, it includes exterior sheathing structure and inner template structure, and the exterior sheathing structure includes
Four steel plates, four steel plates join end to end to form foreign minister's frame structure successively, and the outer wall of each steel plate is provided with
Reinforcing rib structure, the inner template structure includes four liner plates, and four liner plates are formed by connecting by multiple resin plates, four
The liner plate joins end to end to form interior frame structure long successively, and the outer wall of each liner plate is provided with slide plate, described in four
The outer wall of slide plate is contacted and sets limited between the slide plate and the corresponding steel plate with four inwalls of the steel plate respectively
Position abrasion-proof structure, the spacing abrasion-proof structure includes setting many draw runners of the slide plate outer wall and is arranged at the steel plate inwall
A plurality of chute, many draw runners coordinate with a plurality of slide respectively and the height of the every draw runner is all higher than phase
The depth of the chute answered.
The beneficial effect of the embodiment of the present invention is：
This high pier construction plate device includes exterior sheathing structure and inner template structure, and exterior sheathing structure includes four steel plates,
Four steel plates join end to end to form foreign minister's frame structure successively, and the outer wall of each steel plate is provided with reinforcing rib structure, inner template
Structure includes four liner plates, and four liner plates are formed by connecting by multiple resin plates, and four liner plates join end to end to form interior length successively
Frame structure, the outer wall of each liner plate is provided with slide plate, and the inwall of four outer walls of slide plate respectively with four steel plates is contacted, its
With easy to assembly, Stability Analysis of Structures, the rate of wear is slow, the characteristics of long service life, effectively compensate for existing being applied for pier high
The defect of the template of work.
Brief description of the drawings
Technical scheme in order to illustrate more clearly the embodiments of the present invention, below will be attached to what is used needed for embodiment
Figure is briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, thus be not construed as it is right
The restriction of scope, for those of ordinary skill in the art, on the premise of not paying creative work, can also be according to this
A little accompanying drawings obtain other related accompanying drawings.
The structural representation of the high pier construction plate device that Fig. 1 is provided for first embodiment of the invention；
Fig. 2 is the sectional view along I-I direction of Fig. 1；
The structural representation at another visual angle of the high pier construction plate device that Fig. 3 is provided for first embodiment of the invention；
The structural representation at the another visual angle of the high pier construction plate device that Fig. 4 is provided for first embodiment of the invention；
Fig. 5 is wherein three connection diagrams of multiple resin plates of liner plate of composition of first embodiment of the invention；
Wherein three structural representations of the resin plate of liner plate of composition that Fig. 6 is provided for first embodiment of the invention；
Fig. 7 shows for the structure at wherein three another visual angles of the resin plate of liner plate of composition that first embodiment of the invention is provided
It is intended to；
Fig. 8 is that first embodiment of the invention constitutes a remaining connection diagram for multiple resin plates of liner plate.
Icon：100- high pier construction plate devices；110- steel plates；120- reinforcing rib structures；The horizontal channel-section steels of 122-；
The vertical channel-section steels of 124-；130- liner plates；132- resin plates；The card articles of 134- first；The draw-in grooves of 136- first；138- second blocks
Bar；The draw-in grooves of 139- second；140- slide plates；150- positive stop strips.
Specific embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
A part of embodiment of the present invention, rather than whole embodiments.Present invention implementation generally described and illustrated in accompanying drawing herein
The component of example can be arranged and designed with a variety of configurations.
Therefore, the detailed description of embodiments of the invention below to providing in the accompanying drawings is not intended to limit claimed
The scope of the present invention, but be merely representative of selected embodiment of the invention.Based on the embodiment in the present invention, this area is common
The every other embodiment that technical staff is obtained under the premise of creative work is not made, belongs to the model of present invention protection
Enclose.
It should be noted that：Similar label and letter represents similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then it need not be further defined and explained in subsequent accompanying drawing.
In the description of the invention, it is necessary to explanation, term " " center ", " on ", D score, "left", "right", " vertical ",
The orientation or position relationship of the instruction such as " level ", " interior ", " outward " be based on orientation shown in the drawings or position relationship, or should
Orientation or position relationship that invention product is usually put when using, are for only for ease of the description present invention and simplify description, without
Be indicate or imply meaning device or element must have specific orientation, with specific azimuth configuration and operation, therefore not
It is understood that to be limitation of the present invention.Additionally, term " first ", " second ", " the 3rd " etc. are only used for distinguishing description, and can not manage
Solve to indicate or implying relative importance.
Additionally, the term such as term " level ", " vertical " is not offered as requiring part abswolute level or pendency, and can be slightly
Low dip.It is not that the expression structure must be complete if " level " refers to only its direction with respect to more level for " vertical "
Full level, and can be to be slightly tilted.
In the description of the invention, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term " setting ",
" installation ", " connected ", " connection " should be interpreted broadly, for example, it may be fixedly connected, or be detachably connected, or one
The connection of body ground；Can mechanically connect, or electrically connect；Can be joined directly together, it is also possible to indirect by intermediary
It is connected, can is two connections of element internal.For the ordinary skill in the art, can be with concrete condition understanding
State term concrete meaning in the present invention.
First embodiment：
Refer to Fig. 1-2, present embodiments provide a kind of high pier construction plate device 100, it include exterior sheathing structure and
Inner template structure.
Wherein, exterior sheathing structure includes four rectangular steel plates 110, and four steel plates 110 are vertically arranged and first successively
Tail is connected to form foreign minister's frame structure.
The outer wall of each steel plate 110 is provided with reinforcing rib structure 120.Reinforcing rib structure 120 can use various forms,
As long as the effect for strengthening the intensity of steel plate 110 can be played, reference picture 3-4, in the present embodiment, reinforcing rib structure 120 includes two
The horizontal channel-section steel 122 of root and the vertical channel-section steels 124 of Duo Gen, two horizontal channel-section steels 122 are parallel to each other and are respectively arranged at corresponding steel plate
110 top and bottom, many vertical channel-section steels 124 along horizontal channel-section steel 122 length direction interval setting, every vertical channel-section steel
124 two ends are respectively welded and are connected to two relative side walls of horizontal channel-section steel 122, two horizontal channel-section steels 122 and Duo Gen vertical slots
The opening of steel 124 towards the outside of steel plate 110, to install.
Inner template structure includes four liner plates 130, and four liner plates 130 and four steel plates 110 are corresponded.Four liner plates
130 are formed by connecting by multiple rectangular resin plates 132.The mode of connection has a lot, in the present embodiment, liner plate for convenience
130 dismounting and movement, is connected between multiple resin plates 132 using dismountable mode.Specifically, reference picture 5, composition is wherein
Three multiple resin plates 132 of liner plate 130 are connected with each other by tongue-and-groove structure, the remaining multiple resins for liner plate 130 of composition
Plate 132 is connected with each other by common mouth structure.
Wherein, reference picture 6-7, tongue-and-groove structure includes being arranged at the first card article 134 of the adjacent both sides of resin plate 132 and sets
The first draw-in groove 136 of the other both sides of resin plate 132 is placed in, the first draw-in groove 136 is surrounded by a bottom wall and two side walls, the first card
Groove 136 can be engaged by clamping with the first card article 134.So, first card article 134 and the first draw-in groove 136 of two neighboring resin plate 132
(including horizontal direction and short transverse) is mutually embedded, you can connection forms wherein three liner plates 130.
Reference picture 8, common mouth structure includes being arranged at the second card article 138 of the adjacent both sides of resin plate 132 and is arranged at tree
Second draw-in groove 139 of the other both sides of fat plate 132, the second draw-in groove 139 is surrounded by a bottom wall and a side wall, the second draw-in groove 139
Can be engaged by clamping with the second card article 138.So, the of adjacent two resin plates 132 (including horizontal direction and short transverse)
Two card articles 138 and the second draw-in groove 139 are mutually embedded, so as to connect to form a remaining liner plate 130.
Four liner plates 130 join end to end to form interior frame structure long successively, and interior frame structure long is located at foreign minister's square frame
In structure.
In order to reduce the force of sliding friction between interior frame structure long and foreign minister's frame structure, reduce steel plate 110 in lifting
During abrasion, in the present embodiment, the outer wall of each liner plate 130 is provided with slide plate 140, four outer walls of slide plate 140 point
Inwall not with four steel plates 110 is contacted.
The material of slide plate 140 has many kinds, and in the present embodiment, four slide plates 140 use tetrafluoro slide plate 140.Tetrafluoro is
The polymer of tetrafluoroethene, it has highly stable physical and chemical performance, and coefficient of friction is minimum, is highly suitable for the present embodiment
The middle material as slide plate 140.
In order to further reduce the abrasion in the lifting process of steel plate 110, extending steel plate 110 and liner plate 130 as far as possible
Service life, in the present embodiment, lubricant layer is provided between the slide plate 140 and steel plate 110 that contact with each other.
Lubricant layer can use various materials, as long as having lubricant effect.In the present embodiment, lubricant layer is used
Silicone grease oil.
The shaping of foreign minister's frame structure for convenience, improves its structural strength, while facilitating the shaping of internal difference frame structure
With the assembly and disassembly of liner plate 130, in the present embodiment, four angles of foreign minister's frame structure are respectively arranged with positive stop strip 150.Four positive stop strips
150 are vertically arranged and are quality of rubber materials.The structure and form of positive stop strip 150 can have various, in the present embodiment, every limit
The rectangular triangle in cross section of position bar 150, the hypotenuse of right angled triangle is curved and caves inward.
The two ends of each steel plate 110 are respectively fixedly connected with two adjacent positive stop strips 150, the two ends of each liner plate 130
Two adjacent positive stop strips 150 are slidably connected to respectively.The mode being slidably connected has a lot, in the present embodiment, every positive stop strip
150 fixing grooves for being provided with two and the edge matching of liner plate 130, two fixing grooves are sharp positioned at two of right angled triangle respectively
At angle.
Setting positive stop strip 150 has following two purposes：First, limitation liner plate 130 is vertically and horizontally moved, and makes monolithic resin plate
132 movements for forming overall, to be caused to monolithic liner plate 130 when preventing steel plate 110 from sliding vertical direction；Secondth, resin is made up
The inflexible shortcoming of plate 132, meets the radian design requirement of pier stud corner.
In order to ensure the sealing of interior frame structure long and foreign minister's frame structure, in the present embodiment, liner plate 130 and positive stop strip
Junction between 150 junction and two neighboring resin plate 132 is provided with glass cement sealant.
There is three below to act on to set glass cement sealant：First, prevent cement mortar from entering in junction；Second, drop
Low junction trace, improves Thin-Wall Piers Surface Quality of Concrete；3rd, reduce cement and enter connecting sewing, reduce the clear of liner plate 130
Reason number of times, extends the service life of liner plate 130.
In sum, this high pier construction plate device 100 includes exterior sheathing structure and inner template structure, exterior sheathing structure bag
Four steel plates 110 are included, four steel plates 110 join end to end to form foreign minister's frame structure successively, and the outer wall of each steel plate 110 is respectively provided with
Have a reinforcing rib structure 120, inner template structure includes four liner plates 130, four liner plates 130 connect by multiple resin plates 132 and
Into, four liner plates 130 join end to end to form interior frame structure long successively, and the outer wall of each liner plate 130 is provided with slide plate 140,
The inwall of four outer walls of slide plate 140 respectively with four steel plates 110 is contacted, and it has easy to assembly, Stability Analysis of Structures, the rate of wear
Slowly, the characteristics of long service life, effectively compensate for the defect of the existing template for high pier construction.
Second embodiment：
A kind of high pier construction plate device 100 is provided in the present embodiment, it includes exterior sheathing structure and inner template structure,
Exterior sheathing structure includes four steel plates 110, and four steel plates 110 join end to end to form foreign minister's frame structure successively, each steel plate 110
Outer wall be provided with reinforcing rib structure 120, inner template structure includes four liner plates 130, and four liner plates 130 are by multiple resins
Plate 132 is formed by connecting, and four liner plates 130 join end to end to form interior frame structure long successively, and the outer wall of each liner plate 130 is respectively provided with
There is slide plate 140, four outer walls of slide plate 140 are contacted and slide plate 140 and corresponding steel plate with four inwalls of steel plate 110 respectively
Limited location abrasion-proof structure is set between 110, and spacing abrasion-proof structure includes setting many draw runners of the outer wall of slide plate 140 and is arranged at steel
The a plurality of chute of the inwall of plate 110, many draw runners coordinate to a plurality of slide respectively and every draw runner height be all higher than it is corresponding
Chute depth.
The purpose for so setting spacing abrasion-proof structure is so that will not horizontal direction again between slide plate 140 and steel plate 110
Mutual play, so that ensure the stability of both cooperatings, while it is also possible that being produced between slide plate 140 and steel plate 110
Certain gap, so as to reduce contact area between the two, reduces both frictional force, to reduce steel plate 110 and liner plate 130
Abrasion, extend the service life of whole high pier construction plate device 100.
The preferred embodiments of the present invention are these are only, is not intended to limit the invention, for those skilled in the art
For member, the present invention can have various modifications and variations.All any modifications within the spirit and principles in the present invention, made,
Equivalent, improvement etc., should be included within the scope of the present invention.
Claims (10)
1. a kind of high pier construction plate device, it is characterised in that including exterior sheathing structure and inner template structure, the external mold is hardened
Structure includes four steel plates, and four steel plates join end to end to form foreign minister's frame structure successively, and the outer wall of each steel plate is equal
Be provided with reinforcing rib structure, the inner template structure includes four liner plates, four liner plates connect by multiple resin plates and
Into four liner plates join end to end to form interior frame structure long successively, and the outer wall of each liner plate is provided with slide plate, four
Inwall of the outer wall of the individual slide plate respectively with four steel plates is contacted.
2. high pier construction plate device according to claim 1, it is characterised in that the reinforcing rib structure includes two water
Rise as high as the banks steel and the vertical channel-section steels of Duo Gen, two horizontal channel-section steels are respectively arranged at the top and bottom of the steel plate, described in many
Vertical channel-section steel along the horizontal channel-section steel length direction interval setting, the two ends of the every vertical channel-section steel are connected to two
The horizontal channel-section steel.
3. high pier construction plate device according to claim 1, it is characterised in that wherein three liner plates of composition it is many
The individual resin plate is connected with each other by tongue-and-groove structure, and tongue-and-groove structure includes being arranged at the first card of the adjacent both sides of the resin plate
Bar and the first draw-in groove for being arranged at the other both sides of the resin plate, first draw-in groove are surrounded by a bottom wall and two side walls,
First draw-in groove can be engaged by clamping with first card article, and the remaining multiple resin plates for the liner plate of composition are by common
Mouth structure is connected with each other, and the common mouth structure includes being arranged at the second card article of the adjacent both sides of the resin plate and is arranged at institute
The second draw-in groove of the other both sides of resin plate is stated, second draw-in groove is surrounded by a bottom wall and a side wall, second draw-in groove
Can be engaged by clamping with second card article.
4. high pier construction plate device according to claim 1, it is characterised in that four angles of foreign minister's frame structure
Positive stop strip is respectively arranged with, the two ends of each steel plate are respectively fixedly connected with two adjacent positive stop strips, each institute
The two ends for stating liner plate are slidably connected to two adjacent positive stop strips respectively.
5. high pier construction plate device according to claim 4, it is characterised in that the cross section of the every positive stop strip is equal
Rectangular triangle, the hypotenuse of the right angled triangle is curved and caves inward, and the every positive stop strip is provided with two
With the fixing groove of the liner plate edge matching, two fixing grooves are respectively at two acute angles of the right angled triangle.
6. high pier construction plate device according to claim 4, it is characterised in that the every positive stop strip is rubber material
Matter.
7. high pier construction plate device according to claim 4, it is characterised in that the company of the liner plate and the positive stop strip
Junction between the place of connecing and the two neighboring resin plate is provided with glass cement sealant.
8. the high pier construction plate device according to claim 1-7 any one, it is characterised in that four slide plates
It is tetrafluoro slide plate.
9. the high pier construction plate device according to claim 1-7 any one, it is characterised in that the institute for contacting with each other
State and be provided with lubricant layer between slide plate and the steel plate.
10. a kind of high pier construction plate device, it is characterised in that including exterior sheathing structure and inner template structure, the exterior sheathing
Structure includes four steel plates, and four steel plates join end to end to form foreign minister's frame structure successively, the outer wall of each steel plate
Reinforcing rib structure is provided with, the inner template structure includes four liner plates, and four liner plates are connected by multiple resin plates
Form, four liner plates join end to end to form interior frame structure long successively, and the outer wall of each liner plate is provided with slide plate,
Four outer walls of the slide plate are contacted and between the slide plate and the corresponding steel plate with four inwalls of the steel plate respectively
Limited location abrasion-proof structure is set, and the spacing abrasion-proof structure includes setting many draw runners of the slide plate outer wall and is arranged at described
The a plurality of chute of steel plate inwall, many draw runners coordinate and the every height of the draw runner with a plurality of slide respectively
It is all higher than the depth of the corresponding chute.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710106987.9A CN106758853A (en) | 2017-02-27 | 2017-02-27 | High pier construction plate device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710106987.9A CN106758853A (en) | 2017-02-27 | 2017-02-27 | High pier construction plate device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106758853A true CN106758853A (en) | 2017-05-31 |
Family
ID=58960884
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710106987.9A Pending CN106758853A (en) | 2017-02-27 | 2017-02-27 | High pier construction plate device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106758853A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109306664A (en) * | 2018-11-05 | 2019-02-05 | 云南建投第三建设有限公司 | A kind of Thin-walled Hollow Pier slide type inner template |
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| JP2002105913A (en) * | 2000-07-26 | 2002-04-10 | Daido Kizai Kogyo Kk | Form structure and pressing member used therefor and form set.up method |
| CN201850508U (en) * | 2010-06-11 | 2011-06-01 | 中国建筑股份有限公司 | Non-strut bridge pier template |
| CN103147403A (en) * | 2013-03-29 | 2013-06-12 | 中交一公局第四工程有限公司 | Roller die construction method for bridge high pier |
| 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 |
| CN106087772A (en) * | 2016-08-24 | 2016-11-09 | 中交三公局第三工程有限公司 | Sliding varus constructing device and method outside Bridge High-pier |
| CN206495143U (en) * | 2017-02-27 | 2017-09-15 | 中交三公局第三工程有限公司 | High pier construction plate device |
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2017
- 2017-02-27 CN CN201710106987.9A patent/CN106758853A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002105913A (en) * | 2000-07-26 | 2002-04-10 | Daido Kizai Kogyo Kk | Form structure and pressing member used therefor and form set.up method |
| CN201850508U (en) * | 2010-06-11 | 2011-06-01 | 中国建筑股份有限公司 | Non-strut bridge pier template |
| CN103147403A (en) * | 2013-03-29 | 2013-06-12 | 中交一公局第四工程有限公司 | Roller die construction method for bridge high pier |
| 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 |
| CN106087772A (en) * | 2016-08-24 | 2016-11-09 | 中交三公局第三工程有限公司 | Sliding varus constructing device and method outside Bridge High-pier |
| CN206495143U (en) * | 2017-02-27 | 2017-09-15 | 中交三公局第三工程有限公司 | High pier construction plate device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109306664A (en) * | 2018-11-05 | 2019-02-05 | 云南建投第三建设有限公司 | A kind of Thin-walled Hollow Pier slide type inner template |
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Application publication date: 20170531 |