CN207062771U - A kind of H types Pier Formwork platform integrated apparatus - Google Patents
A kind of H types Pier Formwork platform integrated apparatus Download PDFInfo
- Publication number
- CN207062771U CN207062771U CN201720622089.4U CN201720622089U CN207062771U CN 207062771 U CN207062771 U CN 207062771U CN 201720622089 U CN201720622089 U CN 201720622089U CN 207062771 U CN207062771 U CN 207062771U
- Authority
- CN
- China
- Prior art keywords
- pier
- platform
- pier formwork
- formwork
- integrated apparatus
- 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.)
- Active
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
It the utility model is related to Construction Technology, more particularly to a kind of H types Pier Formwork platform integrated apparatus, including platform, 2 Pier Formworks, the binder for 2 pier studs that are connected, it is characterised in that：The Pier Formwork is connected by the unit Pier Formwork of more piece genesis analysis, and the unit Pier Formwork both sides set bracket respectively, and the platform rises to the bracket position after installation on ground and is connected, and both sides level frame is located at 2 Pier Formworks.Advantage is：By platform integral hoisting while Pier Formwork installation, formed with template integrated, the device reaches peace and torn open rapidly, and security protection effect is good, economical and beautiful, so as to effectively accelerate construction speed；And the vacant surface road of the device, it will not be impacted to current.
Description
Technical field
It the utility model is related to Construction Technology, more particularly to a kind of H types Pier Formwork platform integrated apparatus.
Background technology
With the development of the society, economic fast development, resident trip take a bus instead of walking, the magnitude of traffic flow is significantly increased.Traffic
Congestion has increasingly restricted the development in city.Because overpass can make full use of city space, there is alleviation urban highway traffic
Obstruction, the function of improving urban traffic conditions so that it flourishes in each big city, and pier stud is one of overpass important
Structure, its construction technology have vital effect to construction quality, safety, progress.
H types pier stud is used widely because structure is slim and graceful attractive in appearance in urban viaduct.Existing H types pier stud is generally adopted
By the use of peripheral hardware scaffold as construction platform, formwork two-step pouring, complex process, difficulty of construction are big at twice.Because setting up scaffold
Globality requires that height, steel pipe dosage are big, and needs one to take one per pier and tear open, low construction efficiency, seriously governs the construction speed of pier stud；
Setting up scaffold process simultaneously can also affect to the current of urban road.
The content of the invention
The present invention is for overpass H types pier stud construction scaffolding putting up platform security risk in the prior art is big, steel using amount
A kind of the problems such as big and construction is cumbersome, there is provided H types Pier Formwork platform integrated apparatus.In the same of Pier Formwork installation
When by platform integral hoisting, formed with template integrated.The device reaches peace and torn open rapidly, and security protection effect is good, economical and beautiful,
So as to effectively accelerate construction speed；And the vacant surface road of the device, it will not be impacted to current.
In order to solve the above-mentioned technical problem, the utility model is achieved through the following technical solutions：
A kind of H types Pier Formwork platform integrated apparatus, including platform, 2 Pier Formworks, the binder for connecting 2 pier studs,
The Pier Formwork is connected by the unit Pier Formwork of more piece genesis analysis, and the unit Pier Formwork both sides set ox respectively
Leg, the platform rise to the bracket position after installation on ground and are connected, and both sides level frame is located at 2 pier stud moulds
On plate.
Pier Formwork is assembled by the unit Pier Formwork connection of more piece genesis analysis, can reach convenient disassembly, section
About build cost, improve the effect of operating efficiency；Platform forms in installation on ground, builds simple and effectively avoids work high above the ground from pacifying
Full accident；Platform is risen at the bracket of Pier Formwork both sides and fixed, platform can be erected on Pier Formwork, be applied for worker
Work operates, and reaches the effect of Pier Formwork platform integration.
Preferably, platform described above includes crossbeam, longeron, panel with ribbing, guardrail, the crossbeam and the longeron are in
Rectangular-shaped welding, the panel with ribbing are arranged on above the crossbeam and the longeron, and the guardrail is arranged on the band finned surface
Around plate.
Platform is welded by crossbeam, longeron, panel with ribbing, can carry worker's construction operation, sets guardrail can be with
Ensure construction safety.
Preferably, platform described above is connected with the bracket by U-bolt, nut, the U-bolt is opened
Upward, free end sequentially passes through the bracket and the crossbeam and fixed by the nut mouth.
Platform and bracket connect through U-bolt, nut, can reach the effect being fixed on platform on Pier Formwork
Fruit.
Preferably, Pier Formwork described above includes straightway Pier Formwork, curved section Pier Formwork, the curved section
Pier Formwork is arranged on above the binder.
In order to adapt to different pier stud patterns, curved section Pier Formwork, neat appearance are added.
Preferably, platform described above includes straightway platform, curved section platform, the straightway platform includes 9
Longeron, 2 crossbeams, the curved section platform includes 11 longerons, 2 crossbeams, wherein setting 5 institutes between 2 Pier Formworks
Longeron is stated, both sides set 3 longerons respectively.
The number of longitudinal and cross beam according to needed for calculating the different force requests of straightway platform and curved section platform.
Preferably, crossbeam described above uses H25 shaped steel.
Preferably, longeron described above uses I18 I-steel.
Preferably, Pier Formwork longitudinal direction described above side sets temporary ladder.
Worker can pass through lower platform on temporary ladder.
Brief description of the drawings
Fig. 1 is a kind of elevation of H types Pier Formwork platform integrated apparatus of the utility model；
Fig. 2 is a kind of side view of H types Pier Formwork platform integrated apparatus of the utility model；
Fig. 3 is a kind of H types Pier Formwork platform integrated apparatus straightway Pier Formwork elevation of the utility model；
Fig. 4 is a kind of H types Pier Formwork platform integrated apparatus straightway Pier Formwork side view of the utility model；
Fig. 5 is a kind of H types Pier Formwork platform integrated apparatus straightway platform top view of the utility model；
Fig. 6 is a kind of H types Pier Formwork platform integrated apparatus curved section platform top view of the utility model；
Fig. 7 is the structure of a kind of H types Pier Formwork platform integrated apparatus bracket of the utility model and platform connecting portion
Schematic diagram.
Embodiment
1-7 and embodiment are described in further detail to the utility model below in conjunction with the accompanying drawings, but they are not
To limitation of the present utility model：
As shown in Figures 1 to 7, a kind of H types Pier Formwork platform integrated apparatus, including platform, 2 Pier Formworks 2, company
The binder 8 of 2 pier studs is connect, the Pier Formwork 2 is connected by the unit Pier Formwork of more piece genesis analysis, the unit pier stud mould
Plate both sides set bracket 3 respectively, and the platform rises to the position of bracket 3 after installation on ground and is connected, and both sides are horizontal
It is set up on 2 Pier Formworks 2.
During construction, unit Pier Formwork sets about 2 meters of height, after coxopodite Pier Formwork is installed, will be completed in installation on ground
Platform risen at Pier Formwork bracket 3 and be connected by loop wheel machine operation, worker can be operated at platform, Pier Formwork
2 spreading, platform also increase section by section.
Preferably, the platform includes crossbeam 4, longeron 5, panel with ribbing 6, guardrail 7, the crossbeam 4 and the longeron 5
Rectangular shape welding, the panel 6 with ribbing are arranged on above the crossbeam 4 and the longeron 5, and the guardrail 7 is arranged on described
Around panel 6 with ribbing.
Preferably, the platform is connected with the bracket 3 by U-bolt 10, nut 1, the U-bolt
10 is opening up, and free end sequentially passes through the bracket 3 and the crossbeam 4 and fixed by the nut 1.
Preferably, the Pier Formwork 2 includes straightway Pier Formwork, curved section Pier Formwork, the curved section pier
Column template is arranged on the top of binder 8.
When Pier Formwork 2 and platform height are in 8 bottom of binder, carry out pier stud straightway and pour.
Preferably, the platform includes straightway platform, curved section platform, the straightway platform includes 9 longerons
5th, 2 crossbeams 4, the curved section platform includes 11 longerons, 5,2 crossbeams 4, wherein setting 5 between 2 Pier Formworks
Longeron 5 described in root, both sides set 3 longerons 5 respectively.
Straightway platform, curved section are removed in time after curved section Pier Formwork first section model sheetinstallat, reinforcing bar colligation is completed
The installation procedure of platform is the same as straightway platform.
Preferably, the crossbeam 4 uses H25 shaped steel.
Preferably, the longeron 5 uses I18 I-steel.
Preferably, 2 longitudinal side of Pier Formwork sets temporary ladder 9.
Temporary ladder 9 can pass through lower platform on temporary ladder 9 along bridge to " shape " cat ladder, worker is arranged to.
Using the utility model has the advantage of first, by template and the integrated setting of platform, instead of traditional people
Work scaffold building technique, has effectively ensured construction safety, while greatlys save artificial take and split into this, and can repeatedly have enough to meet the need and make
With remarkable in economical benefits；Second, pier stud adjoining dimensions, platform making is relatively simple, and scene uses loop wheel machine operation, mechanization degree
Height, peace are torn open rapidly, greatly save setting up the duration for construction platform, and construction platform spatial operation is big, and worker's operating efficiency is high；
Third, platform has certain height, ground vehicle pass-through is not influenceed, it is with the obvious advantage in urban road construction；Fourth, standardization
Section platform, after on-site consolidation, neat appearance, civilized construction image is good.
In a word, preferred embodiment of the present utility model, all scopes according to present utility model application patent be the foregoing is only
The equivalent changes and modifications made, it should all belong to covering scope of the present utility model.
Claims (8)
1. a kind of H types Pier Formwork platform integrated apparatus, including platform, 2 Pier Formworks（2）, connection 2 pier studs binder
（8）, it is characterised in that：The Pier Formwork（2）Connected by the unit Pier Formwork of more piece genesis analysis, the unit pier stud mould
Plate both sides set bracket respectively（3）, the platform rises to the bracket after installation on ground（3）Position is connected, and both sides
Level frame is located at 2 Pier Formworks（2）On.
A kind of 2. H types Pier Formwork platform integrated apparatus according to claim 1, it is characterised in that：The platform bag
Include crossbeam（4）, longeron（5）, panel with ribbing（6）, guardrail（7）, the crossbeam（4）With the longeron（5）Rectangular shape welding, institute
State panel with ribbing（6）It is arranged on the crossbeam（4）With the longeron（5）Above, the guardrail（7）It is arranged on the panel with ribbing
（6）Around.
A kind of 3. H types Pier Formwork platform integrated apparatus according to claim 2, it is characterised in that：The platform with
The bracket（3）Pass through U-bolt（10）, nut（1）It is connected, the U-bolt（10）It is opening up, free end according to
It is secondary to pass through the bracket（3）With the crossbeam（4）And pass through the nut（1）It is fixed.
A kind of 4. H types Pier Formwork platform integrated apparatus according to claim 1, it is characterised in that：The pier stud mould
Plate（2）Including straightway Pier Formwork, curved section Pier Formwork, the curved section Pier Formwork is arranged on the binder（8）On
Side.
A kind of 5. H types Pier Formwork platform integrated apparatus according to claim 4, it is characterised in that：The platform bag
Straightway platform, curved section platform are included, the straightway platform includes 9 longerons（5）, 2 pieces crossbeams（4）, the curved section puts down
Platform includes 11 longerons（5）, 2 crossbeams（4）, wherein setting 5 longerons between 2 Pier Formworks（5）, both sides point
She Zhi not 3 longerons（5）.
A kind of 6. H types Pier Formwork platform integrated apparatus according to claim 2, it is characterised in that：The crossbeam（4）
Using H25 shaped steel.
A kind of 7. H types Pier Formwork platform integrated apparatus according to claim 2, it is characterised in that：The longeron（5）
Using I18 I-steel.
A kind of 8. H types Pier Formwork platform integrated apparatus according to claim 1, it is characterised in that：The pier stud mould
Plate（2）Longitudinal side sets temporary ladder（9）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720622089.4U CN207062771U (en) | 2017-05-31 | 2017-05-31 | A kind of H types Pier Formwork platform integrated apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720622089.4U CN207062771U (en) | 2017-05-31 | 2017-05-31 | A kind of H types Pier Formwork platform integrated apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207062771U true CN207062771U (en) | 2018-03-02 |
Family
ID=61505561
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720622089.4U Active CN207062771U (en) | 2017-05-31 | 2017-05-31 | A kind of H types Pier Formwork platform integrated apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207062771U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158933A (en) * | 2019-05-24 | 2019-08-23 | 中建铁路投资建设集团有限公司 | Pier stud security protection operation platform and construction method |
| CN110184928A (en) * | 2019-05-14 | 2019-08-30 | 宁波市政工程建设集团股份有限公司 | A kind of pier stud construction method that the public rail using falsework is built together overhead |
| CN110512524A (en) * | 2019-08-16 | 2019-11-29 | 中交一公局第五工程有限公司 | A kind of bridge pier column safe construction method |
-
2017
- 2017-05-31 CN CN201720622089.4U patent/CN207062771U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110184928A (en) * | 2019-05-14 | 2019-08-30 | 宁波市政工程建设集团股份有限公司 | A kind of pier stud construction method that the public rail using falsework is built together overhead |
| CN110158933A (en) * | 2019-05-24 | 2019-08-23 | 中建铁路投资建设集团有限公司 | Pier stud security protection operation platform and construction method |
| CN110512524A (en) * | 2019-08-16 | 2019-11-29 | 中交一公局第五工程有限公司 | A kind of bridge pier column safe construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207062771U (en) | A kind of H types Pier Formwork platform integrated apparatus | |
| CN113235472B (en) | Concrete placement platform truck is contained to apron | |
| CN105804395B (en) | Stair continuously poured in one molding construction method based on monoblock type typified form | |
| CN104727223A (en) | Annular platform for bridge pier stud construction and construction method | |
| CN205975387U (en) | Cast -in -place bent cap combined type formwork system of long cantilever of high mound | |
| CN105401719B (en) | Aluminium alloy stair tread formwork | |
| CN206873307U (en) | Movable type bridge justifies pier stud work high above the ground operating platform | |
| CN106351180A (en) | Full hydraulic opening self-propelled template system for aqueduct | |
| CN206512605U (en) | A kind of overall demolition, installation anticollision wall form and its walking track crane move system | |
| CN103938871B (en) | A kind of construction method adopting the steel core concrete column bonded prestress frame beam structure of reinforced concrete ring beam joint | |
| CN206015531U (en) | Quick assembled type ladder cage | |
| CN205604081U (en) | Wet seam of T roof beam is pour and is removed sliding chute device | |
| CN108166395A (en) | A kind of construction method that beam bridge is built across Business Line | |
| CN105464000B (en) | A kind of cast-in-situ box girder moving die plate | |
| CN104746434B (en) | Closure segment formwork system without dismantling outer formwork | |
| CN110080299A (en) | A kind of shallow embedding mountain tunnel open-cut engineering method | |
| CN206646409U (en) | Bridge construction scaffold in a kind of cast-in-place T beams | |
| CN207295492U (en) | A kind of collapsible external basket of wet seam construction of highway bridge | |
| CN205936646U (en) | A trolley -bus formworking jumbo for tunnel side wall concrete construction | |
| CN205296821U (en) | Oblique roofing formwork system of heavy grade cast in situ concrete | |
| CN210589859U (en) | Movable precast beam concrete cloth construction platform | |
| CN209227390U (en) | A kind of assembled Multifunction side is across cast-in-place support | |
| CN205188823U (en) | Construction of light rail prestressing force bent cap and end -blocking work platform | |
| CN208219432U (en) | Cast-in-place support device for 0# block of box girder of continuous rigid frame bridge | |
| CN106049283A (en) | Bridge rectangular pier hanging die construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |