CN108035262A - A kind of composite slide form surfacing device and its construction method - Google Patents
A kind of composite slide form surfacing device and its construction method Download PDFInfo
- Publication number
- CN108035262A CN108035262A CN201711443752.5A CN201711443752A CN108035262A CN 108035262 A CN108035262 A CN 108035262A CN 201711443752 A CN201711443752 A CN 201711443752A CN 108035262 A CN108035262 A CN 108035262A
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- China
- Prior art keywords
- molding plate
- inside molding
- fixed
- integral inside
- exterior sheathing
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- Pending
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 238000000465 moulding Methods 0.000 claims abstract description 49
- 238000009415 formwork Methods 0.000 claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims description 17
- 239000010959 steel Substances 0.000 claims description 17
- 239000003921 oil Substances 0.000 claims description 7
- 239000003351 stiffener Substances 0.000 claims description 4
- 239000010687 lubricating oil Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract description 2
- 238000004064 recycling Methods 0.000 abstract description 2
- 230000007306 turnover Effects 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Abstract
The invention discloses a kind of composite slide form surfacing device and its construction method, including sliding formwork panel and the manual operation platform being fixed on sliding formwork panel, jacking supporting rack is fixed with the top of the manual operation platform, platform jacking apparatus is fixed with the jacking supporting rack, the sliding formwork panel includes the integral inside molding plate being spliced to form by more module unit inner templates and the exterior sheathing being fixed as one by electromagnet system and integral inside molding plate, and the manual operation platform is fixed on exterior sheathing.The protection realized to concrete surface is slided by the way that inner and outer template is opposite, and after casting concrete, internal layer template is motionless, and outer template, which slides, realizes that platform rises, and internal layer template is had enough to meet the need using at least three pieces, so as to fulfill recycling for internal layer template.Whole system manufactures and designs according to machinery standard, and degree of regulation is high；Internal model is light-weight, turnover facility, and Surface Quality of Concrete is good.
Description
Technical field
The present invention relates to equipment for bridge construction technical field, in particular to a kind of composite slide form surfacing device and its applies
Work method.
Background technology
Equipment currently used for Bridge High-pier construction mainly has four classes, first, climbing form system；Second, overmolded system；Third, roller
Modular system, four are sliding mode systems.Sliding mode system is slided using hydraulic jack as power, driving template opposite concrete at present
It is dynamic.According to GBJ 113-87《Hydraulic slip form》Regulation, concrete mould unloading strength preferably controlled in 0.2~0.4MPa.At this time
Concrete final set, template proximate concrete surface slide, unavoidably cause concrete surface occur drawing crack, cut, comb pine,
Leakiness, unsightly phenomena such as, this be also in recent years, although slding form operation speed of application is far longer than creeping formwork, overmolded,
The reason for sliding formwork is forbidden using on highway, large bridge.
The content of the invention
Present invention aim to solve the deficiency of above-mentioned background technology, there is provided one kind construction is fast, concrete surface is close
The good composite slide form surfacing device of solidity and its construction method.
In order to achieve this, the composite slide form surfacing device designed by the present invention, including sliding formwork panel and it is fixed on
Manual operation platform on sliding formwork panel, jacking supporting rack, the jacking support are fixed with the top of the manual operation platform
Platform jacking apparatus is fixed with frame, it is characterised in that：The sliding formwork panel includes what is be spliced to form by more module unit inner templates
Integral inside molding plate and the exterior sheathing being fixed as one by electromagnet system and integral inside molding plate, the manual operation platform are fixed
In on exterior sheathing.
Specifically, the electromagnet system includes the multiple electromagnet being fixed on exterior sheathing outer surface and is opened in whole
On the outer surface of internal template, electromagnet locating piece corresponding with electromagnet.
Preferably, multiple oil storage tanks are further opened with the outer surface of the integral inside molding plate.
Preferably, the integral inside molding plate is polygon cylinder template, the integral inside molding plate include it is multiple be coaxially disposed,
Vertically splice the unit inner template of multiple polygon cylinders of superposition, the outer surface of the integral inside molding plate offers
Multiple vertically oriented grooves, the inner surface of the exterior sheathing are equipped with the positioning steel band coordinated with vertically oriented groove.
Further, the exterior sheathing includes the steel facing being bonded with integral inside molding plate and the back of the body for being fixed on the steel facing back side
Distracted, the manual operation platform, which is fixed on, carries on the back on distracted.
Further, horizontally disposed truss girder steel, institute are fixedly connected between the manual operation platform and the back of the body are distracted
State truss girder steel and the back of the body it is distracted between be fixedly connected with stiffener plate.
Also further, the bottom of the manual operation platform is equipped with the roller along the axial movement of concrete pier shaft.
The construction method of composite slide form surfacing device described above, comprises the following steps：
1), construction starting section pier shaft concrete, installs integral inside molding plate on starting section pier shaft, profit is irrigated into oil storage tank
Lubricating oil, electromagnet are powered, and exterior sheathing is fixed on to the lower part of integral inside molding plate；
2), pour the concrete in integral inside molding plate, disconnect electromagnet, operating platform jacking apparatus is along integral inside molding plate
Outer surface is sliding, when the unit inner template of integral inside molding plate foot is disengaged with exterior sheathing, by integral inside molding plate foot
Unit inner template splice in the top of integral inside molding plate；
3), repeat step two, until completing the concreting of overall pier shaft.
Preferably, in the step 1, integral inside molding plate is spliced by least three module unit inner templates.
It is further preferred that in the step 2, exterior sheathing sliding one after the concrete of 30cm high is often poured into inner template
It is secondary.
The beneficial effects of the invention are as follows：The protection realized to concrete surface is slided by the way that inner and outer template is opposite, is poured mixed
After solidifying soil, internal layer template is motionless, and outer template, which slides, realizes that platform rises, and internal layer template is had enough to meet the need using at least three pieces, from
Realize recycling for internal layer template in face.Whole system manufactures and designs according to machinery standard, and degree of regulation is high；Internal model is light-weight,
Turnover facility, Surface Quality of Concrete are good.
Brief description of the drawings
Fig. 1 is manual operation platform initial state schematic diagram in the present invention；
Fig. 2 jacks view for manual operation platform in the present invention；
Fig. 3 is inner and outer template attachment structure schematic diagram in the present invention；
Fig. 4 is the structure diagram of integral inside molding plate in the present invention；
Fig. 5 is A direction views in Fig. 4；
Fig. 6 is the side view of exterior sheathing in the present invention；
Fig. 7 is the top view of exterior sheathing in the present invention；
Fig. 8 is schematic enlarged-scale view at B in Fig. 7；
Wherein, 1-manual operation platform, 2-jacking supporting rack, 3-platform jacking apparatus, 4-integral inside molding plate
(4.1-unit inner template), 5-exterior sheathing, 6-electromagnet, 7-electromagnet locating piece, 8-oil storage tank, 9-vertically oriented
Groove, 10-positioning steel band, 11-carry on the back distracted, 12-truss girder steel, 13-stiffener plate, 14-roller.
Embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Composite slide form surfacing device as shown in Fig. 1-8, including sliding formwork panel and the people be fixed on sliding formwork panel
Work operating platform 1, the top of manual operation platform 1 are fixed with jacking supporting rack 2, jack and platform jacking is fixed with supporting rack 2
Device 3, sliding formwork panel include the integral inside molding plate 4 that is spliced to form by more module unit inner templates 4.1 and by electromagnet system with
The exterior sheathing 5 that integral inside molding plate 4 is fixed as one, integral inside molding plate 4 are polygon cylinder template, and integral inside molding plate 4 includes more
The unit inner template 4.1 of a multiple polygon cylinders for being coaxially disposed, vertically splicing superposition, integral inside molding plate 4 it is outer
Side surface offers multiple vertically oriented grooves 9, and the inner surface of exterior sheathing 5 is equipped with the positioning steel coordinated with vertically oriented groove 9
Band 10.Multiple oil storage tanks 8 are further opened with the outer surface of integral inside molding plate 4.Exterior sheathing 5 includes being bonded with integral inside molding plate 4
Steel facing 5.1 and be fixed on the back of the body distracted 11 at 5.1 back side of steel facing, manual operation platform 1 is fixed on the back of the body distracted 11.Manual operation
Horizontally disposed truss girder steel 12 is fixedly connected between platform 1 and the back of the body distracted 11, it is fixed between truss girder steel 12 and the back of the body distracted 11 to connect
It is connected to stiffener plate 13.The bottom of manual operation platform 1 is equipped with the roller 14 along the axial movement of concrete pier shaft.Electromagnet system
System include multiple electromagnet 6 for being fixed on 5 outer surface of exterior sheathing and be opened on the outer surface of integral inside molding plate 4 and
The corresponding electromagnet locating piece 7 of electromagnet 6,
The construction procedure of composite slide form surfacing device is as follows：
1), construction starting section pier shaft concrete, installs integral inside molding plate 4 on starting section pier shaft 14, is filled into oil storage tank 8
Lubricating oil is noted, electromagnet 6 is powered, and exterior sheathing 5 is fixed on to the lower part of integral inside molding plate 4, integral inside molding plate 4 is by three module units
Template 4.1 is spliced.
2), pour the concrete in integral inside molding plate 4, disconnect electromagnet 6, operating platform jacking apparatus 3 is along integral inside molding
The outer surface of plate 4 is sliding, when the unit inner template 4.1 of 4 foot of integral inside molding plate is disengaged with exterior sheathing 5, by entirety
The unit inner template 4.1 of 4 foot of template is spliced in the top of integral inside molding plate 4, and the mixed of 30cm high is often poured into inner template 4
Exterior sheathing 5 is sliding once after solidifying soil.
3), repeat step two, until completing the concreting of overall pier shaft.
The present invention is constructed by the conversion of three module unit inner templates 4.1, and after the concrete for often pouring 30cm high, pier shaft is most lower
The concrete initial set of the unit inner template 4.1 in portion, is then moved to the top of integral inside molding plate 4, does not destroy concrete appearance
It ensure that rapid construction at the same time, casting concrete is carried out at the same time with concrete initial set, effectively increases speed of application, is reduced and is applied
Work cost.
The above described is only a preferred embodiment of the present invention, not the structure of the present invention is done in any form
Limitation.Any simple modification, equivalent change and modification that every technical spirit according to the present invention makees above example,
In the range of still falling within technical scheme.
Claims (10)
1. a kind of composite slide form surfacing device, including sliding formwork panel and the manual operation platform that is fixed on sliding formwork panel
(1), jacking supporting rack (2) is fixed with the top of the manual operation platform (1), is fixed with the jacking supporting rack (2) flat
Platform jacking apparatus (3), it is characterised in that：The sliding formwork panel includes the entirety being spliced to form by more module unit inner templates (4.1)
Inner template (4) and the exterior sheathing (5) being fixed as one by electromagnet system and integral inside molding plate (4), the manual operation are put down
Platform (1) is fixed on exterior sheathing (5).
A kind of 2. composite slide form surfacing device as claimed in claim 1, it is characterised in that：The electromagnet system includes
Multiple electromagnet (6) for being fixed on exterior sheathing (5) outer surface and be opened on the outer surface of integral inside molding plate (4), with
The corresponding electromagnet locating piece (7) of electromagnet (6).
A kind of 3. composite slide form surfacing device as claimed in claim 2, it is characterised in that：The integral inside molding plate (4)
Outer surface on be further opened with multiple oil storage tanks (8).
A kind of 4. composite slide form surfacing device as claimed in claim 3, it is characterised in that：The integral inside molding plate (4)
For polygon cylinder template, the integral inside molding plate (4) is coaxially disposed including multiple, vertically splices the multiple more of superposition
The unit inner template (4.1) of side shape cylinder, the outer surface of the integral inside molding plate (4) offer multiple vertically oriented grooves (9),
The inner surface of the exterior sheathing (5) is equipped with the positioning steel band (10) coordinated with vertically oriented groove (9).
A kind of 5. composite slide form surfacing device as claimed in claim 4, it is characterised in that：The exterior sheathing (5) includes
The steel facing (5.1) that is bonded with integral inside molding plate (4) and be fixed on steel facing (5.1) back side the back of the body it is distracted (11), the manually behaviour
Make platform (1) to be fixed on the back of the body distracted (11).
A kind of 6. composite slide form surfacing device as claimed in claim 5, it is characterised in that：The manual operation platform
(1) horizontally disposed truss girder steel (12) is fixedly connected between the back of the body distracted (11), the truss girder steel (12) is with carrying on the back distracted (11)
Between be fixedly connected with stiffener plate (13).
A kind of 7. composite slide form surfacing device as claimed in claim 6, it is characterised in that：The manual operation platform
(1) bottom is equipped with the roller (14) along the axial movement of concrete pier shaft.
A kind of 8. construction method of composite slide form surfacing device as claimed in claim 7, it is characterised in that：Including following
Step：
1), construction starting section pier shaft concrete, installs integral inside molding plate (4) on starting section pier shaft (14), interior to oil storage tank (8)
Lubricating oil is irrigated, electromagnet (6) is powered, and exterior sheathing (5) is fixed on to the lower part of integral inside molding plate (4)；
2) concrete in integral inside molding plate (4), is poured, disconnects electromagnet (6), operating platform jacking apparatus (3) is along entirety
The outer surface of template (4) is sliding, and the unit inner template (4.1) and exterior sheathing (5) for treating integral inside molding plate (4) foot disengage
When, the unit inner template (4.1) of integral inside molding plate (4) foot is spliced in the top of integral inside molding plate (4)；
3), repeat step two, until completing the concreting of overall pier shaft.
A kind of 9. construction method of composite slide form surfacing device as claimed in claim 8, it is characterised in that：The step
In 1, integral inside molding plate (4) is spliced by least three module unit inner templates (4.1).
A kind of 10. construction method of composite slide form surfacing device as claimed in claim 8, it is characterised in that：The step
In rapid 2, exterior sheathing (5) is sliding once after the concrete of 30cm high is often poured into inner template (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711443752.5A CN108035262A (en) | 2017-12-27 | 2017-12-27 | A kind of composite slide form surfacing device and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711443752.5A CN108035262A (en) | 2017-12-27 | 2017-12-27 | A kind of composite slide form surfacing device and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108035262A true CN108035262A (en) | 2018-05-15 |
Family
ID=62097978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711443752.5A Pending CN108035262A (en) | 2017-12-27 | 2017-12-27 | A kind of composite slide form surfacing device and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108035262A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111168822A (en) * | 2020-01-12 | 2020-05-19 | 武汉瑞锦丰路桥设备股份有限公司 | T-shaped beam template for road and bridge construction |
| CN115263365A (en) * | 2022-08-04 | 2022-11-01 | 广东省水利水电第三工程局有限公司 | Flexible combination mode of intelligent trolley suitable for box culvert structure |
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| CN203144909U (en) * | 2013-03-29 | 2013-08-21 | 中交一公局第四工程有限公司 | Bridge high pier roller die construction device |
| CN104149188A (en) * | 2013-05-14 | 2014-11-19 | 上海庄辰机械有限公司 | Device for increasing transverse friction of template for manufacturing precast concrete |
| CN204325824U (en) * | 2014-08-27 | 2015-05-13 | 中国铁道科学研究院铁道建筑研究所 | The ventilative template of a kind of plate-type ballastless track self-compacting concrete |
| CN205369048U (en) * | 2016-01-23 | 2016-07-06 | 中交三公局第一工程有限公司 | Bridge pier shaft roller die equipment |
| CN105863254A (en) * | 2016-04-12 | 2016-08-17 | 丁西焘 | Construction formwork climbing system |
| CN206204797U (en) * | 2016-11-12 | 2017-05-31 | 彭辉 | A kind of highway bridge concrete steel form |
| CN206448524U (en) * | 2017-01-21 | 2017-08-29 | 无锡瑞科建筑材料有限公司 | A kind of Shimizu concrete template |
| CN207793894U (en) * | 2017-12-27 | 2018-08-31 | 中交第二航务工程局有限公司 | A kind of composite slide form surfacing device |
-
2017
- 2017-12-27 CN CN201711443752.5A patent/CN108035262A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001115459A (en) * | 1999-10-15 | 2001-04-24 | Penta Ocean Constr Co Ltd | Slip form device, and its elevation control method |
| CN1904291A (en) * | 2005-07-27 | 2007-01-31 | 深圳市特辰升降架工程有限公司 | Integrated climbform platform system |
| CN201915633U (en) * | 2010-11-19 | 2011-08-03 | 青岛理工大学 | Large electromagnetic formwork |
| 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 |
| CN203144909U (en) * | 2013-03-29 | 2013-08-21 | 中交一公局第四工程有限公司 | Bridge high pier roller die construction device |
| CN104149188A (en) * | 2013-05-14 | 2014-11-19 | 上海庄辰机械有限公司 | Device for increasing transverse friction of template for manufacturing precast concrete |
| CN204325824U (en) * | 2014-08-27 | 2015-05-13 | 中国铁道科学研究院铁道建筑研究所 | The ventilative template of a kind of plate-type ballastless track self-compacting concrete |
| CN205369048U (en) * | 2016-01-23 | 2016-07-06 | 中交三公局第一工程有限公司 | Bridge pier shaft roller die equipment |
| CN105863254A (en) * | 2016-04-12 | 2016-08-17 | 丁西焘 | Construction formwork climbing system |
| CN206204797U (en) * | 2016-11-12 | 2017-05-31 | 彭辉 | A kind of highway bridge concrete steel form |
| CN206448524U (en) * | 2017-01-21 | 2017-08-29 | 无锡瑞科建筑材料有限公司 | A kind of Shimizu concrete template |
| CN207793894U (en) * | 2017-12-27 | 2018-08-31 | 中交第二航务工程局有限公司 | A kind of composite slide form surfacing device |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111168822A (en) * | 2020-01-12 | 2020-05-19 | 武汉瑞锦丰路桥设备股份有限公司 | T-shaped beam template for road and bridge construction |
| CN115263365A (en) * | 2022-08-04 | 2022-11-01 | 广东省水利水电第三工程局有限公司 | Flexible combination mode of intelligent trolley suitable for box culvert structure |
| CN115263365B (en) * | 2022-08-04 | 2023-09-29 | 广东省水利水电第三工程局有限公司 | Flexible combination mode of intelligent trolley suitable for box culvert structure |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180515 |
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