CN106087764A - A kind of gardens foot bridge arc bridge arch construction assembling die - Google Patents
A kind of gardens foot bridge arc bridge arch construction assembling die Download PDFInfo
- Publication number
- CN106087764A CN106087764A CN201610651875.7A CN201610651875A CN106087764A CN 106087764 A CN106087764 A CN 106087764A CN 201610651875 A CN201610651875 A CN 201610651875A CN 106087764 A CN106087764 A CN 106087764A
- Authority
- CN
- China
- Prior art keywords
- assembling die
- bridge
- gardens
- arc
- arch
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D4/00—Arch-type bridges
Abstract
The invention discloses a kind of gardens foot bridge arc bridge arch construction assembling die, including by a fan-shaped side mold assembling die assembled with arch roof mould, and mate, with an assembling die, the secondary assembling die being equipped with.The fan-shaped support plate of assembling die of this assembling die plays arc scaffold effect, by installing square-foot hand cradle and an assembling die, with full hall scaffold, mould is formed an arc formwork bracing frame.Secondary assembling die lifting plate surface layer effect, by itself and the efficient combination of an assembling die, can make gardens foot bridge form a complete arc bridge arch template.Die assembly carries out pouring again after completing and forms concrete gardens foot bridge, the arc curve precision of gardens foot bridge can be made to be greatly improved, be greatly simplified work progress, reduce engineering cost.
Description
Technical field
The present invention relates to construction (municipal public engineering) field, specifically a kind of gardens foot bridge arc bridge arch construction group
Mould.
Background technology
At present, in municipal works gardens foot bridge owing to existing, bridge arch radian is big, radius is little, curve requirement is high, construction precision
Control accuracy is higher, on-the-spot ecological environment is required high factor, and therefore, difficulty of construction is bigger.
Tradition bridge arch construction uses facade setting-out mode, first determines each arc bridge arch point position absolute altitude, carries out facade setting-out, then
Set up arc full hall scaffold according to relief, then follow closely arc plank sheathing processed or punching block, last disturbing concrete are installed.The method
Arc full hall scaffold absolute altitude is controlled relatively strict, be difficult to set up, inaccurate to the bridge arch precision controlling that curve is big, full especially hall foot
Hand cradle foot sets up that required labour force is many, expense is relatively big, and the waste and old template simultaneously removed is more, pollutes environment.Along with the most right
Ecological environment requires more and more higher, the raising of garden landscape bridge impression quality, construction precision and the environmental requirement to arc bridge arch
Also paid close attention to by Construction Party and owner, it is desirable to unit in charge of construction improves Landscape Bridge bridge arch construction technology demand and is also mentioned several times, because of
And use the construction assembling die of gardens foot bridge arc bridge arch secondary combination to arise at the historic moment.
Summary of the invention
It is an object of the invention to for existing garden landscape foot bridge arc bridge arch difficulty of construction big, and provide a kind of gardens little
Bridge arc bridge arch construction assembling die.Gardens foot bridge arc bridge arch construction is made to be turned by setting up of the full hall frame of arc by assembling die
Turning to mould secondary combination and add setting up of square full hall frame, facade setting-out is converted into plane setting-out, mould uses indoor making,
Outdoor assembled method, simplifies the installation of arc bridge arch template, reduces the engineering time, reduces useless plate rate, protect view ring
Border, creates bigger economic and social profit.
The technical scheme realizing the object of the invention is:
A kind of gardens foot bridge arc bridge arch construction assembling die, including by fan-shaped side mold assembled with arch roof mould one
Secondary assembling die, and mate equipped secondary assembling die with an assembling die；Described fan-shaped side mold is by two block structures
Identical fan-shaped support plate and the rectangle mesh division board being located between two fan-shaped support plates are formed by connecting, fan-shaped support plate with point
The junction of panel is provided with fillet and fixes；Described arch roof mould is by the identical arc support plate of two block structures and is located at two
Rectangle mesh division board between arc support plate is formed by connecting, and it is solid that arc support plate and the junction of mesh division board are provided with fillet
Fixed；Described secondary assembling die is formed by connecting by rectangular faceplate, the fillet being located at the long limit of panel two.
The radian of the assembling die that described fan-shaped side mold is assembled with arch roof mould and gardens foot bridge bridge arch
Radian suitable.
The length of described secondary assembling die panel is suitable with the spacing of an assembling die positioning arrangement, and secondary combines
Mould is bound and is fixed on an assembling die.
The gripper shoe of a described mould, the panel of secondary mould use plywood to make, and plywood thickness is 15mm-
18mm。
The cross section of the fillet of a described mould and secondary mould is 40mm × 80mm.
A described mould sector side mold and arch roof mould assembly use gingival cyst of mucous gland in the newborn card and nail splicing, secondary mould with
The nail nail that is applied in combination of mould leads.
Use assembling die of the present invention: facade Curve lofting can be converted into surface computer setting-out, it is to avoid loaded down with trivial details determining
Position messenger wire work, improves oxygen evolution rate, it is ensured that quality；Assembling die is used to carry out gardens foot bridge arc bridge arch construction, joint
About big mould construction cost, construction mould is proceeded to indoor by outdoor simultaneously, takes indoor processing, the side of outdoor secondary combination
Formula, improves work efficiency, reduces the difficulty that full hall scaffold is set up, reduces construction cost；Square full hall foot is used to set up, letter
Change working procedure and difficulty that arc full hall scaffold is set up, saved labour force, improve bridge arch precision simultaneously；Construct
Convenient, the useless plate rate building waste low, on-the-spot of assembling die is removed few, it is to avoid too much building waste pollutes environment after one-tenth.
Accompanying drawing explanation
Fig. 1 is the front view of fan-shaped side mold in assembling die of the present invention；
Fig. 2 is the side view of fan-shaped side mold in assembling die of the present invention；
Fig. 3 is the front view of arch roof mould in assembling die of the present invention；
Fig. 4 is the side view of arch roof mould in assembling die of the present invention；
Fig. 5 is the side view of secondary assembling die of the present invention；
Fig. 6 is the front elevation of secondary assembling die of the present invention；
Fig. 7 is the equipped schematic diagram of assembling die of the present invention；
Fig. 8 is the location profile of assembling die of the present invention；
Fig. 9 is for applying assembling die of the present invention to gardens foot bridge arc bridge arch construction elevation.
In figure, a 1. assembling die 1-1. sector side mold 1-1-1. fan-shaped support plate 1-1-2. mesh division board 1-1-
3. fillet 1-2. arch roof mould 1-2-1. arc support plate 1-2-2. mesh division board 1-2-3. fillet
2. two assembling die 2-1. rectangular faceplate 2-2. fillet 3. arc bridge arch main arch ring 4. arc bridge arch subarch
Enclose 5. skewback 6. full hall scaffolds.
Detailed description of the invention
With embodiment, summary of the invention is described in further detail below in conjunction with the accompanying drawings, but is not the limit to the present invention
Fixed.
With reference to Fig. 1-8, a kind of gardens foot bridge arc bridge arch construction assembling die, including by fan-shaped side mold 1-1 and arch
The assembling die 1 that backform tool 1-2 is assembled, and mate equipped secondary assembling die 2 with an assembling die 1；
Described fan-shaped side mold 1-1 is by the identical fan-shaped support plate 1-1-1 of two block structures and is located between two fan-shaped support plate 1-1-1
Rectangle mesh division board 1-1-2 be formed by connecting, the junction of fan-shaped support plate 1-1-1 and mesh division board 1-1-2 is provided with fillet 1-
1-3 fixes；Described arch roof mould 1-2 is by the identical arc support plate 1-2-1 of two block structures and is located at two arc support plates
Rectangle mesh division board 1-2-2 between 1-2-1 is formed by connecting, and arc support plate 1-2-1 is provided with the junction of mesh division board 1-2-2
Fillet 1-2-3 fixes；Described secondary assembling die 2, by rectangular faceplate 2-1, is located at the fillet 2-2 on the long limit of panel 2-1 two
It is formed by connecting.
The radian of described fan-shaped assembled with arch roof mould 1-2 for a side mold 1-1 assembling die 1 is little with gardens
The radian of bridge bridge arch is suitable.
The length of described secondary assembling die 2 panel 2-1 is suitable with the spacing of an assembling die positioning arrangement, secondary
Assembling die is fixed on an assembling die.
The gripper shoe of a described assembling die 1, the panel of secondary assembling die 2 use plywood to make, glued thickness of slab
Degree is 15mm-18mm.
The cross section of the fillet of a described assembling die 1 and secondary assembling die 2 is 40mm × 80mm.
The fan-shaped side mold 1-1 of a described assembling die 1 and arch roof mould 1-2 assembly use gingival cyst of mucous gland in the newborn card and nail to spell
Connecing, secondary assembling die 2 leads fixing with the nail nail that is applied in combination of an assembling die 2.
With reference to Fig. 9, apply the method that gardens foot bridge arc bridge arch is constructed by assembling die of the present invention, including walking as follows
Rapid:
(1) place bottom first smooth bridge arch, after Bridge Foundation, the completion of bridge arch seat 5 main body, then props up at the bottom of C10 concrete hardening bridge
Mould position；
(2) consult construction drawing, use CAD random sample, make according to gardens foot bridge arc bridge arch main arch ring 3, subarch circle 4 at the construction field (site)
Make the fan-shaped side mold 1-1 and arch roof mould 1-2 of an assembling die 1；
(3) square full hall scaffold 6 is set up, according to construction drawing and the measuring instrument fan-shaped side mold to an assembling die 1
1-1 positions, then splices with arch roof mould 1-2, fixes mould with gingival cyst of mucous gland in the newborn card and fillet；
(4) secondary assembling die 2 is made；
(5) secondary assembling die 2 is bound it is fixed on the assembling die 1 spliced；
(6) colligation arch steel after completing, disturbing concrete, get hold of concrete vibrating mode, make clear-water concrete quality reach preferable
Requirement.
Described construction process is: the fan-shaped side mold of smooth location → hardening ground → assembling die of making and arch
Backform has → sets up square full hall scaffold → sector side mold and positions → splice an assembling die → fixing mould → splicing
Secondary assembling die → panel filleting filling-in → assembling reinforcement → disturbing concrete → form removal maintenance → self-inspection → examination.
Assembling die of the present invention carries out the most combined and spliced by an assembling die with square full hall scaffold, then profit
Carry out secondary combined assembly with secondary assembling die and a mould, by the combined method broken the whole up into parts, more traditional greatly
Plank sheathing saved by mould, avoids simultaneously and sets up the full hall frame of arc, not only reduces difficulty of construction, also improve bridge arch arc
Precision.
Claims (5)
1. a gardens foot bridge arc bridge arch construction assembling die, it is characterised in that: include by fan-shaped side mold and arch backform
Have an assembled assembling die, and mate equipped secondary assembling die with an assembling die；Described fan-shaped side
Mould is formed by connecting by the identical fan-shaped support plate of two block structures and the rectangle mesh division board that is located between two fan-shaped support plates,
The junction of fan-shaped support plate and mesh division board is provided with fillet and fixes；Described arch roof mould is propped up by the arch that two block structures are identical
Fagging and the rectangle mesh division board being located between two arc support plates are formed by connecting, arc support plate and the junction of mesh division board
It is provided with fillet to fix；Described secondary assembling die is formed by connecting by rectangular faceplate, the fillet being located at the long limit of panel two.
Gardens the most according to claim 1 foot bridge arc bridge arch construction assembling die, it is characterised in that: described fan-shaped side form
The radian having an assembling die assembled with arch roof mould is suitable with the radian of gardens foot bridge bridge arch.
Gardens the most according to claim 1 foot bridge arc bridge arch construction assembling die, it is characterised in that: described secondary combines
The length of mold panel is suitable with the spacing of an assembling die positioning arrangement, and secondary assembling die is fixed on a combination die
On tool.
Gardens the most according to claim 1 foot bridge arc bridge arch construction assembling die, it is characterised in that: a described mould
Gripper shoe, secondary mould panel use plywood make, plywood thickness is 15mm-20mm.
Gardens the most according to claim 1 foot bridge arc bridge arch construction assembling die, it is characterised in that: a described mould
It is 40mm × 80mm with the cross section of the fillet of secondary mould.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610651875.7A CN106087764B (en) | 2016-08-11 | 2016-08-11 | A kind of gardens foot bridge arc bridge arch construction assembling die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610651875.7A CN106087764B (en) | 2016-08-11 | 2016-08-11 | A kind of gardens foot bridge arc bridge arch construction assembling die |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106087764A true CN106087764A (en) | 2016-11-09 |
| CN106087764B CN106087764B (en) | 2017-10-13 |
Family
ID=57456012
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610651875.7A Active CN106087764B (en) | 2016-08-11 | 2016-08-11 | A kind of gardens foot bridge arc bridge arch construction assembling die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106087764B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974949A (en) * | 2017-12-22 | 2018-05-01 | 广西建工集团第五建筑工程有限责任公司 | Construction method for integrated construction of bridge concrete arch ring and external decorative stone surface layer |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004204572A (en) * | 2002-12-26 | 2004-07-22 | Shimizu Corp | Construction method of arched structure |
| GB2485246A (en) * | 2010-11-05 | 2012-05-09 | John Reid & Sons Strucsteel Ltd | Bridge structure |
| CN202369931U (en) * | 2011-12-29 | 2012-08-08 | 浙江大东吴集团建设有限公司 | Arch ring bracket |
| CN203373665U (en) * | 2013-07-10 | 2014-01-01 | 浙江明德建设有限公司 | Arch ring support |
| CN105200925A (en) * | 2015-10-21 | 2015-12-30 | 杭州江润科技有限公司 | Construction method of ultra-wide main arch ring of large span open-spandrel type arch bridge in extremely-cold regions |
| CN205116027U (en) * | 2015-10-24 | 2016-03-30 | 安徽湖滨建设集团有限公司 | Arch ring flange tool structure |
| CN205990586U (en) * | 2016-08-11 | 2017-03-01 | 广西建工集团第四建筑工程有限责任公司 | A kind of gardens foot bridge arc bridge arch construction assembling die |
-
2016
- 2016-08-11 CN CN201610651875.7A patent/CN106087764B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004204572A (en) * | 2002-12-26 | 2004-07-22 | Shimizu Corp | Construction method of arched structure |
| GB2485246A (en) * | 2010-11-05 | 2012-05-09 | John Reid & Sons Strucsteel Ltd | Bridge structure |
| CN202369931U (en) * | 2011-12-29 | 2012-08-08 | 浙江大东吴集团建设有限公司 | Arch ring bracket |
| CN203373665U (en) * | 2013-07-10 | 2014-01-01 | 浙江明德建设有限公司 | Arch ring support |
| CN105200925A (en) * | 2015-10-21 | 2015-12-30 | 杭州江润科技有限公司 | Construction method of ultra-wide main arch ring of large span open-spandrel type arch bridge in extremely-cold regions |
| CN205116027U (en) * | 2015-10-24 | 2016-03-30 | 安徽湖滨建设集团有限公司 | Arch ring flange tool structure |
| CN205990586U (en) * | 2016-08-11 | 2017-03-01 | 广西建工集团第四建筑工程有限责任公司 | A kind of gardens foot bridge arc bridge arch construction assembling die |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107974949A (en) * | 2017-12-22 | 2018-05-01 | 广西建工集团第五建筑工程有限责任公司 | Construction method for integrated construction of bridge concrete arch ring and external decorative stone surface layer |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106087764B (en) | 2017-10-13 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104790676A (en) | Rapid leveling and alignment device and method for installation of prefabricated wallboards | |
| CN103643971B (en) | Tunnel invert sizing end mould rapid constructing method | |
| CN103243911A (en) | Integral setting and one-step in-position construction method for steel sleeves of inner pipelines of vertical shaft of building | |
| CN105544887A (en) | Upturned roof-ridge cornice of Tang style simulation building and construction method thereof | |
| CN103835373B (en) | The construction method of a kind of annular cap built-in fitting and annular concrete cap | |
| CN105839784B (en) | Assembled jacking type construction techniques | |
| CN104975614B (en) | Shaped steel combination formula single side formwork strengthening construction engineering method | |
| CN103061508A (en) | Triangular slip form device and construction method for the same triangular slip form | |
| CN205990586U (en) | A kind of gardens foot bridge arc bridge arch construction assembling die | |
| CN106087764A (en) | A kind of gardens foot bridge arc bridge arch construction assembling die | |
| CN106906747A (en) | A kind of column and bent cap splicing structure | |
| CN106245770A (en) | Expanded letter variable cross-section annular stiff beam construction method | |
| CN103912127A (en) | Building formwork or floor slab construction control method and special straightedge | |
| CN103276840B (en) | Nuclear power plant composite floor slab module and construction method thereof | |
| CN107806015B (en) | A kind of unit construction bridge beam flange plate formwork for placing concrete system and construction method | |
| CN202450539U (en) | Cement prefabricated tyre template | |
| CN108979137A (en) | The assembling and disassembling construction method of Round Concrete column composite wooden template | |
| CN209163443U (en) | A kind of tool type yin-yang Angle formwork | |
| CN107938907A (en) | A kind of inclined roof exempts from formwork construction method | |
| RU2387763C1 (en) | Method for erection of monolithic walls of residential buildings, housings and structures in combined curb | |
| CN202284291U (en) | Concrete overflowing surface template shaped like Chinese character ba | |
| CN207934338U (en) | A kind of cast-in-situ floor and thickness control of protection cover of rebar device | |
| CN215594550U (en) | Disassembly-free laminated slab | |
| CN110805278A (en) | Method for controlling thickness and flatness of concrete floor | |
| CN105464242A (en) | Building method of plastering-free high-precision infilled wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |