CN205557343U - Only tower of curve pair all alone cable -stay bridge template for king -tower - Google Patents
Only tower of curve pair all alone cable -stay bridge template for king -tower Download PDFInfo
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- CN205557343U CN205557343U CN201620311927.1U CN201620311927U CN205557343U CN 205557343 U CN205557343 U CN 205557343U CN 201620311927 U CN201620311927 U CN 201620311927U CN 205557343 U CN205557343 U CN 205557343U
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- 238000000465 moulding Methods 0.000 claims abstract description 22
- 239000002023 wood Substances 0.000 claims abstract description 17
- 239000000725 suspension Substances 0.000 claims description 18
- 238000009416 shuttering Methods 0.000 claims description 17
- 241000269319 Squalius cephalus Species 0.000 claims description 10
- 230000015572 biosynthetic process Effects 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 6
- 239000011120 plywood Substances 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000035515 penetration Effects 0.000 claims description 4
- 238000012856 packing Methods 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 5
- 230000005540 biological transmission Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 241000357293 Leptobrama muelleri Species 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 230000008093 supporting effect Effects 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses an only tower of curve pair all alone cable -stay bridge template for king -tower, include two side templates, meet cable face template, dorsal funciculus face mould board and four angle moulds, two side templates are the same planar template of structure size and parallel ground mutual disposition, it just relatively connects between two side templates for the cambered surface template that camber is different to meet cable face template and dorsal funciculus face mould board, the angle mould lies in two side templates respectively and meet between cable face template and the dorsal funciculus face mould board, positive template and back template form to splice through core area and the concatenation of core area bolt by three template units and form, every the planar template unit all includes many girders, many secondary beams and panel, the cambered surface template is the same with the structure of planar template unit, and only every interval 300mm longitudinally sets up many molding wood strips between panel and secondary beam. The utility model discloses a cable -stay bridge for the king -tower template have that rational in infrastructure, save material, biography power are simple, non -deformable, convenient equipment and the characteristics dismantled.
Description
Technical field
This utility model relates to a kind of building template, is specifically related to the cable-stayed bridge master in the double rope face of the only tower of a kind of curve
Tower template.
Background technology
Template is in order to make the component of concrete formation in concrete bridge tower tower body is constructed.It is a kind of interim
Property supporting construction, by design requirements make, make xoncrete structure, component by specify position, physical dimension
Shape, keep its tram, and bear template deadweight and act on external loads thereon.Carry out template
The purpose of engineering, is to ensure that concrete engineering quality becomes with construction safety, accelerating construction progress and reduction engineering
This.Existing building template is generally plank sheathing, plastic formwork, metal form etc., and plank sheathing uses scene
Processing and fabricating, cost is relatively low, but technique is time-consuming and is not durable, and material is the most recyclable, not ring
Protect.Although plastic formwork cost is relatively low, but on-the-spot processing difficulties, equally exist defect not environmentally.Existing
Metal form heavy, and cost is higher.
Utility model content
The purpose of this utility model is to overcome the defect of prior art to provide a kind of only tower of curve double rope face
Cable stayed Bridge Main Tower template, it have rational in infrastructure, save material, power transmission is simple, be unlikely to deform, hold
Carry effective, economical and practical, standardization level high.
The purpose of this utility model is achieved in that the Cable stayed Bridge Main Tower mould in the double rope face of the only tower of a kind of curve
Plate, including two pieces of Side shutterings, meets rope face die plate, dorsal funciculus face die plate and four angle moulds；Two pieces of Side shutterings
The plane template identical for physical dimension and the most positioned opposite；Meet rope face die plate and dorsal funciculus face die plate difference
The cambered surface template different for curvature and being relatively connected between two pieces of Side shutterings；Angle mould is positioned at two pieces of sides
Template respectively and is met between rope face die plate and dorsal funciculus face die plate；
Described Side shuttering is spliced by some pieces of modular units；
Every piece of described plane moulding board unit all includes many girders, many secondary beams and panel, wherein,
Described girder uses double flute steel to make；It is longitudinally arranged the bottom in template many girder parallel, spaced-apart；
Described secondary beam uses wooden H-beam to make；Many secondary beam parallel, spaced-apart are as one man secured transverse to described
The upper surface of girder, every secondary beam is connected pawl by one respectively with the junction of girder to be fixed；
Described panel is rectangle plywood, and this panel is mated formation on described secondary beam by wood screw；
Described cambered surface template includes many girders, many secondary beams, some moulding wood strips and panel, wherein,
Described girder uses double flute steel to make；Many girder parallel, spaced-apart are as one man longitudinally arranged in template
Bottom；
Described secondary beam uses wooden H-beam to make；Many secondary beam parallel, spaced-apart are as one man secured transverse to described
The upper surface of girder, every secondary beam is connected pawl by one respectively with the junction of girder to be fixed；
Some described moulding wood strips are longitudinally located at the upper surface of secondary beam, every moulding wood at interval of 300mm
The upper surface of line is the wedge surface that gradient is different, makes panel encircle into cambered surface；
Described panel is rectangle plywood, and this panel is mated formation on described moulding wood strip by wood screw.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of above-mentioned curve, wherein, described Side shuttering is by three pieces
Modular unit is spliced by core ribbon and core ribbon latch, and described core ribbon is embedded in adjacent abreast
Between two tile height plates of the girder of two pieces of plane moulding board units, described core ribbon latch is inserted in this two tile heights plate
On kidney-shaped jack and kidney-shaped jack in core ribbon in.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of above-mentioned curve, wherein, described connection pawl includes one
Bolt, be enclosed within actively for a pair bolt bottom and in lambdoid pawl head, one be arranged on a pair pawl head
Side bolt on and with on a pair vertically disposed calvus of pawl head and a bolt being arranged on above calvus
Nut；The outer end of described pawl head has hook edge；Described calvus include a short sidewall and a long sidewall and in
Reverse U shape, the lower surface of short sidewall is serrated face；The hook edge of the pair of pawl head hooks respectively at described girder
Upper flange two ora terminalis on, the lower surface of the long sidewall of described calvus is against between described main depth of beam plate,
The serrated face of described calvus hooks on the edge of the lower wing plate being stuck in described secondary beam, by tightening described nut secondary beam
Link together with girder.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of above-mentioned curve, wherein, described plane moulding board unit and
Cambered surface template the most also includes two butt pollard sides and two pairs of suspension hooks；Two butt pollard sides are arranged on correspondingly
The two ends of many secondary beams；The bottom of two pairs of suspension hooks is arranged on two secondary beams of setting and head correspondingly
Traversing through end pollard side of portion.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of above-mentioned curve, wherein, described suspension hook includes two pieces wide
Degree less than secondary beam web height and offer accordingly the backing plate of two installing holes, one be fixed on one piece
Inverted U-shaped hook on the lateral surface of backing plate and two secondary securing members, every secondary securing member includes a bolt, two pads
Circle and a nut；On the web installing two secondary beams of a pair suspension hook, the installation site of corresponding suspension hook is opened
If two with two installing hole bolt penetration hole one to one on described backing plate.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of above-mentioned curve, wherein, the length of described unit panel
For 2440mm, width is 1000mm, and thickness is 18mm.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of above-mentioned curve, wherein, the interval of many described secondary beams
Distance is 220～266mm, and the spacing distance of many girders is 1200～1240mm.
The technical scheme of the Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve of the present utility model, uses the steel back of the body
Stupefied wooden frame plywood system, have rational in infrastructure, save material, power transmission is simple, be unlikely to deform, carry effect
The best, economical and practical, standardization level high, is combined into sizes specification, and repeatable makes
With, it is connected more safe and reliable with fixing between scaffold, easy assembly and disassembly, and firm performance has
Ensure；Type cost is low, lightweight, significantly alleviates the labor intensity of constructor, improves work efficiency.
Accompanying drawing explanation
Fig. 1 is the cross-sectional view of the Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve of the present utility model；
Fig. 2 is the attachment structure schematic diagram of the dorsal funciculus face die plate in tower body template of the present utility model and angle mould；
Fig. 3 b is the side view of Fig. 3 a；
Fig. 4 a is the splicing schematic diagram of two pieces of plane moulding board units in king-tower template of the present utility model；
Fig. 4 b is the top view of Fig. 4 a；
Fig. 5 a is the dorsal view of the cambered surface template in king-tower template of the present utility model；
Fig. 5 b is the side view of Fig. 5 a；
Fig. 6 is the structural representation connecting pawl in king-tower template of the present utility model；
Fig. 7 is the mounting structure schematic diagram of the suspension hook in king-tower template of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, the utility model is described in further detail.
Refer to Fig. 1 and Fig. 2, the Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve of the present utility model,
Including two pieces of Side shutterings 10,10 ', meet rope face die plate 11, dorsal funciculus face die plate 12 and angle mould 20；Two pieces
Side shuttering 10,10 ' is plane template that physical dimension is identical and the most positioned opposite；Meet rope face die plate
11 cambered surface templates different with dorsal funciculus face die plate 12 respectively curvature and be relatively connected to two pieces of Side shutterings
10, between 10 '；Angle mould 20 be positioned at two pieces of Side shutterings 10,10 ' respectively with meet rope face die plate 11 and dorsal funciculus
Between face die plate 12.
Referring to Fig. 3 a and Fig. 3 b again, Side shuttering 10 is passed through core ribbon 13 He by three pieces of plane moulding board units
Core ribbon latch 14 is spliced.
Every piece of plane moulding board unit all include many girders 3, many secondary beams 2, panel 1, multiple connection pawl 5,
Two butt pollard sides 4 and two pairs of suspension hooks 6；Wherein:
Girder 3 uses double flute steel to make；The many longitudinal cloth in girder 3 parallel, spaced-apart 1200～1240mm ground
Put the bottom in template；
Secondary beam 2 uses wooden H-beam to make；Many secondary beam 2 parallel, spaced-apart 220～266mm ground are the most solid
Being scheduled on the upper surface of girder 3, every secondary beam 2 is connected pawl 5 by one respectively with the junction of girder 3 to be fixed；
Panel 1 plywood that is rectangular and that use thickness to be 18mm makes；Panel 1 is mated formation by wood screw
On secondary beam 2；
Two butt pollard sides 4 are arranged on the two ends of many secondary beams 2 correspondingly.
The bottom of two pairs of suspension hooks 6 is arranged on two secondary beams 2 correspondingly, the head of this pair suspension hook 6
Pass a butt pollard side 4.
Refer to Fig. 4 a and Fig. 4 b again, when splicing Side shuttering 10, core ribbon 13 is embedded in phase abreast
Between two tile height plates of the girder 3 of two pieces of adjacent plane moulding board units, core ribbon latch 14 is inserted in these two pieces
Highly in the kidney-shaped jack on plate and the kidney-shaped jack in core ribbon.
Referring to Fig. 5 a and Fig. 5 b again, cambered surface template is essentially identical with the structure of plane moulding board unit also to be included
Many girders 3, many secondary beams 2, panel 1, multiple connection pawl 5, two butt pollard side 4 and two pairs of suspension hooks
6, only between panel 1 and secondary beam 2, it is longitudinally disposed many moulding wood strips 7 at interval of 300mm, makes for every
The upper surface of type wood strip 7 is the wedge surface that gradient is different；Every moulding wood strip 7 is fixed on by the corner brace of both sides
On secondary beam 2.
Refer to Fig. 6 again, connect pawl 5 and include a bolt 50, be enclosed within bolt actively 50 times a pair
Portion and on 51, bolt 50 being arranged on above a pair pawl head 51 of lambdoid pawl head and with a pair pawl
Nut 53 on 51 vertically disposed calvus 52 and a bolt being arranged on above calvus 52 50；Its
In, the outer end of pawl head 51 has hook edge；Calvus 52 includes a short sidewall and a long sidewall and in U
Font, the lower surface of short sidewall is serrated face.When connecting secondary beam 2 and girder 3, first by a pair pawl head 51
The edge that hooks hook respectively on two ora terminalis of the upper flange of girder 3, then the lower surface by the long sidewall of calvus 52
It is against the upper surface of the upper flange of girder 3, the serrated face of calvus 52 is hooked the bottom wing being stuck in secondary beam 2 simultaneously
On the edge of plate, then linked together by 53 secondary beams 2 of fastening nut and girder 3.
Refer to Fig. 7 again, suspension hook 6 include two pieces of width less than secondary beam 2 web height backing plate 61,
One inverted U-shaped hook 62 and two secondary securing members, wherein, two pieces of backing plates 61 offer two installations accordingly
Hole, inverted U-shaped hook 62 is fixed on the lateral surface of one piece of backing plate 61, every secondary securing member include a bolt 63,
Two packing rings 64 and a nut 65；Correspondence on the web installing two secondary beams 2 of a pair suspension hook 6
The installation site of suspension hook 6 offer two with two installing hole bolt penetration hole one to one on backing plate 61.
During installation, first the medial surface of two pieces of backing plates 61 is attached on the web two sides of secondary beam 2 respectively, then exists
The position of the installing hole of two pieces of backing plates 61 places a packing ring 64 respectively, then by two bolts 63 through pad
The installing hole of plate 61 and the bolt penetration hole of web, then pass through nut 65 by two pieces of backing plates 61 together with U
Shape hooks 62 and is fixed on together on secondary beam 2.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve of the present utility model, uses steel back cord wooden frame glued
Plate body system, have rational in infrastructure, save material, power transmission is simple, be unlikely to deform, supporting effect is good, economical
Practical, standardization level high, is combined into sizes specification, and reusable, with foot hands
Fixing connection between frame is more safe and reliable, easy assembly and disassembly, and firm performance is secure；Type is made
Valency is low, lightweight, significantly alleviates the labor intensity of constructor, improves work efficiency.
Above example is the most for illustration of the utility model, rather than to restriction of the present utility model, relevant skill
The technical staff in art field, in the case of without departing from spirit and scope of the present utility model, it is also possible to make
Various conversion or modification, the technical scheme of the most all equivalents also should belong to category of the present utility model, should
Limited by each claim.
Claims (7)
1. the Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve, including two pieces of Side shutterings, Ying Suomian
Template, dorsal funciculus face die plate and four angle moulds；Two pieces of Side shutterings are plane template that physical dimension is identical and flat
Capablely positioned opposite；Meet rope face die plate and be respectively the different cambered surface template of curvature and relatively with dorsal funciculus face die plate
It is connected between two pieces of Side shutterings；Angle mould be positioned at two pieces of Side shutterings respectively with meet rope face die plate and dorsal funciculus face
Between template；It is characterized in that,
Described Side shuttering is spliced by some pieces of modular units；
Every piece of described plane moulding board unit all includes many girders, many secondary beams and panel, wherein,
Described girder uses double flute steel to make；It is longitudinally arranged the bottom in template many girder parallel, spaced-apart；
Described secondary beam uses wooden H-beam to make；Many secondary beam parallel, spaced-apart are as one man secured transverse to described
The upper surface of girder, every secondary beam is connected pawl by one respectively with the junction of girder to be fixed；
Described panel is rectangle plywood, and this panel is mated formation on described secondary beam by wood screw；
Described cambered surface template includes many girders, many secondary beams, some moulding wood strips and panel, wherein,
Described girder uses double flute steel to make；Many girder parallel, spaced-apart are as one man longitudinally arranged in template
Bottom；
Described secondary beam uses wooden H-beam to make；Many secondary beam parallel, spaced-apart are as one man secured transverse to described
The upper surface of girder, every secondary beam is connected pawl by one respectively with the junction of girder to be fixed；
Some described moulding wood strips are longitudinally located at the upper surface of secondary beam, every moulding wood at interval of 300mm
The upper surface of line is the wedge surface that gradient is different, makes panel encircle into cambered surface；
Described panel is rectangle plywood, and this panel is mated formation on described moulding wood strip by wood screw.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve the most according to claim 1, its feature exists
In, described Side shuttering is spliced by core ribbon and core ribbon latch by three pieces of modular units, institute
State between two tile height plates of the girder that core ribbon is embedded in adjacent two piece plane moulding board unit abreast, described core
It is inserted in the kidney-shaped jack on this two tile heights plate and the kidney-shaped jack in core ribbon with latch.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve the most according to claim 1, its feature exists
In, described connection pawl include a bolt, the bottom being enclosed within bolt for a pair actively and in lambdoid pawl head,
On one bolt being arranged on above a pair pawl head and with a pair vertically disposed calvus of pawl head and an installation
The nut on bolt above calvus；The outer end of described pawl head has hook edge；Described calvus include one short
Sidewall and a long sidewall and in reverse U shape, the lower surface of short sidewall is serrated face；The pair of pawl head
Hooking edge and hook respectively on two ora terminalis of the upper flange of described girder, the lower surface of the long sidewall of described calvus is against
Between described main depth of beam plate, the serrated face of described calvus hooks on the edge of the lower wing plate being stuck in described secondary beam,
By tightening described nut, secondary beam and girder are linked together.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve the most according to claim 1, its feature exists
In, described plane moulding board unit and cambered surface template the most also include two butt pollard sides and two pairs of suspension hooks；Two butts
Pollard side is arranged on the two ends of many secondary beams correspondingly；The bottom of two pairs of suspension hooks is arranged on correspondingly
On two secondary beams set and head traversing through end pollard side.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve the most according to claim 4, its feature exists
In, described suspension hook includes that two pieces of width less than the height of the web of secondary beam and offer two installing holes accordingly
Backing plate, inverted U-shaped hook on a lateral surface being fixed on one piece of backing plate and two secondary securing members, every secondary fastening
Part includes a bolt, two packing rings and a nut；
On the web installing two secondary beams of a pair suspension hook the installation site of corresponding suspension hook offer two with
Two installing hole bolt penetration hole one to one on described backing plate.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve the most according to claim 1, its feature exists
In, a length of 2440mm of described unit panel, width is 1000mm, and thickness is 18mm.
The Cable stayed Bridge Main Tower template in the double rope face of the only tower of curve the most according to claim 1, its feature exists
In, the spacing distance of many described secondary beams is 220～266mm, the spacing distance of many girders be 1200～
1240mm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620311927.1U CN205557343U (en) | 2016-04-14 | 2016-04-14 | Only tower of curve pair all alone cable -stay bridge template for king -tower |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620311927.1U CN205557343U (en) | 2016-04-14 | 2016-04-14 | Only tower of curve pair all alone cable -stay bridge template for king -tower |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205557343U true CN205557343U (en) | 2016-09-07 |
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ID=56810953
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620311927.1U Active CN205557343U (en) | 2016-04-14 | 2016-04-14 | Only tower of curve pair all alone cable -stay bridge template for king -tower |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205557343U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532442A (en) * | 2018-04-08 | 2018-09-14 | 北京城建道桥建设集团有限公司 | Cable-stayed bridge wide cut beam lattice main beam structure, gang form system and its construction method |
-
2016
- 2016-04-14 CN CN201620311927.1U patent/CN205557343U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532442A (en) * | 2018-04-08 | 2018-09-14 | 北京城建道桥建设集团有限公司 | Cable-stayed bridge wide cut beam lattice main beam structure, gang form system and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 200032 No. 139, Xuhui District, Shanghai, Pingjiang Road Patentee after: CCCC THIRD HARBOR ENGINEERING Co.,Ltd. Patentee after: CCCC Third Aviation Bureau Sixth Engineering (Xiamen) Co.,Ltd. Patentee after: XIAMEN BRANCH OF CCCC THIRD HARBOR ENGINEERING Co.,Ltd. Address before: 200032 No. 139, Xuhui District, Shanghai, Pingjiang Road Patentee before: CCCC THIRD HARBOR ENGINEERING Co.,Ltd. Patentee before: CCCC Sanya (Xiamen) Engineering Co.,Ltd. Patentee before: XIAMEN BRANCH OF CCCC THIRD HARBOR ENGINEERING Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |