CN213867402U - Portable steel-wood mixed template for continuous beam inclined web circular arc section - Google Patents
Portable steel-wood mixed template for continuous beam inclined web circular arc section Download PDFInfo
- Publication number
- CN213867402U CN213867402U CN202022796447.8U CN202022796447U CN213867402U CN 213867402 U CN213867402 U CN 213867402U CN 202022796447 U CN202022796447 U CN 202022796447U CN 213867402 U CN213867402 U CN 213867402U
- Authority
- CN
- China
- Prior art keywords
- plate
- keel
- arc
- circular arc
- fixed
- 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
Images
Abstract
The utility model discloses a portable steel-wood mixed template for the circular arc section of the oblique web plate of the continuous beam, which comprises a wood template and a prefabricated steel template, wherein the steel template comprises a first circular arc plate arranged between a bottom plate and the oblique web plate, the lower edge of the first circular arc plate is fixed on a first keel, and the upper edge of the first circular arc plate is fixed on a second keel; and the second arc plate is arranged between the inclined web plate and the wing plate, the lower edge of the second arc plate is fixed on the third keel, and the upper edge of the first arc plate is fixed on the fourth keel. The steel template adopted by the utility model has high processing precision and superior height and strength performance; during site operation, large-scale mechanical equipment is not needed, a small number of workers can install and remove the steel plate in a narrow space through simple tools, and the steel plate is safe and reliable and high in construction efficiency.
Description
Technical Field
The utility model belongs to the technical field of continuous beam pours and specifically relates to a portable steel wood hybrid form for continuous beam oblique web circular arc section is related to.
Background
The construction of urban viaducts in China has become mainstream, urban viaducts are mainly cast-in-place continuous beams, and the appearance quality of arc sections of cast-in-place continuous beams is one of the key points of bridge construction. When the circular arc sections for connecting the continuous beam bottom plate, the inclined web plate and the wing plate are constructed, a bamboo plywood with the thickness of about 5mm is usually adopted to be bent on site as a template, and the problems of low construction speed, low on-site bending precision, arc bending angle, difficulty in line type control, small template thickness, low safety coefficient, few template turnover times, wood resource waste and the like exist.
Disclosure of Invention
In order to solve the problem, the utility model provides a high, the fast portable steel wood hybrid form who is used for oblique web circular arc section of continuous beam of construction of precision specifically can take following technical scheme:
a portable steel wood hybrid formwork for oblique web circular arc section of continuous beam, include
The wooden template comprises a bottom plate, an inclined web plate and a wing plate, wherein the edge of the bottom plate is fixed on the first keel, the lower edge of the inclined web plate is fixed on the second keel, the upper edge of the inclined web plate is fixed on the third keel, the inner edge of the wing plate is fixed on the fourth keel, and the first keel, the second keel, the third keel and the fourth keel are all arranged along the longitudinal direction of the continuous beam;
a prefabricated steel form comprising
The first arc plate is arranged between the bottom plate and the oblique web plate, the lower edge of the first arc plate is fixed on the first secondary keel, and the upper edge of the first arc plate is fixed on the second secondary keel;
and the second arc plate is arranged between the oblique web plate and the wing plate, the lower edge of the second arc plate is fixed on the third keel, and the upper edge of the first arc plate is fixed on the fourth keel.
And the first arc plate and the second arc plate are provided with mounting holes for penetrating screws.
The mounting holes are arranged in rows, the distance between each row of mounting holes and the upper edge/lower edge of the adjacent first/second arc plate is 2cm, and the center distance between the adjacent mounting holes in the same row is 30 cm.
And adjusting battens are arranged at the lower parts of the first arc plate and the second arc plate.
And the joints of the first arc plates and the bottom plate and the inclined web plate, the joints of the second arc plates and the inclined web plate and the wing plate, the joints of the adjacent first arc plates and the joints of the adjacent second arc plates are filled with glass cement.
First circular arc board and second circular arc board adopt the 3mm steel sheet prefabrication to form, and every first, two circular arc boards are 1.5m along the length direction of continuous beam.
The thickness of the bottom plate, the oblique web plate and the wing plate is 1.5 cm.
The portable steel-wood mixed template for the circular arc section of the oblique web plate of the continuous beam, provided by the utility model, adopts a factory scale customization mode to process and shape the circular arc steel plate, and has high processing precision and superior height and strength performance; the linear straightness and the appearance quality of the arc section of the inclined web plate are obviously improved in a mode of combining the steel plate with the wood template; during field construction, large-scale mechanical equipment is not needed, a small number of workers can install and dismantle the steel pipe in a narrow space by simple tools, and the steel pipe is safe and reliable and has high construction efficiency; because the circular arc steel plate is used for replacing part of the wood template and can be reused, the wood resource is effectively saved and the material cost is saved.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Fig. 2 is a schematic view of the positions of the mounting holes of the first/second circular arc plates in fig. 1.
Detailed Description
The embodiments of the present invention will be described in detail with reference to the accompanying drawings, and the embodiments are implemented on the premise of the technical solution of the present invention, and detailed embodiments and specific operation procedures are given, but the scope of the present invention is not limited to the following embodiments.
As shown in figures 1 and 2, the portable steel-wood mixed template for the circular arc section of the oblique web plate of the continuous beam consists of a wood template and a prefabricated steel template. The plank sheathing includes that thickness is 1.5 cm's bottom plate 1, oblique web 2 and pterygoid lamina 3, and it is fixed on the secondary joist that sets up along continuous roof beam lengthwise direction, specifically, the edge of bottom plate 1 is fixed on primary joist 4, and the lower limb of oblique web 2 is fixed on secondary joist 5, and the top edge of oblique web 2 is fixed on tertiary joist 6, and the inward flange of pterygoid lamina 3 is fixed on fourth fossil fragments 7. The prefabricated steel formwork comprises a first arc plate 8 and a second arc plate 9 which are prefabricated by adopting 3mm steel plates, the specifications of the first arc plate 8 and the second arc plate 9 are the same, the length of a single block is 1.5m, the arc length is 47.1cm, the arc radius is 50cm, a row of mounting holes 10 are uniformly distributed on the inner side 2cm of the upper edge and the lower edge of each arc plate, the center distance of the adjacent mounting holes 10 in the same row is 30cm, and the mounting holes 10 are used for penetrating through connecting screws. The first arc plate 8 is positioned between the bottom plate 1 and the inclined web plate 2, the lower edge of the first arc plate is fixed on the first secondary keel 4 through a screw, and the upper edge of the first arc plate is fixed on the second secondary keel 5 through a screw; the second circular arc board 9 is located between oblique web 2 and pterygoid lamina 3, and its lower limb passes through the fix with screw on third keel 6, and the top edge passes through the fix with screw on fourth keel 7. When the secondary joist can not closely laminate with the first circular arc board 8, the second circular arc board 9 of its top, need the installation to adjust stuff 11, at this moment, the screw passes and adjusts stuff 11 and link to each other with the secondary joist. In order to prevent slurry leakage caused by uneven settlement of the templates during concrete pouring, the adjacent wood templates and the prefabricated steel templates are respectively pressed at one half of the same secondary keel, and glass cement is coated at joints of the templates.
The utility model discloses a prefabricated steel mould board combines together with the plank sheathing, has improved cast in situ continuous roof beam oblique web circular arc section appearance quality, has increased the turnover efficiency of circular arc section template, has reduced the wasting of resources.
It should be noted that in the description of the present invention, terms of orientation or positional relationship such as "front", "rear", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are based on the orientation or positional relationship shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention.
Claims (7)
1. The utility model provides a portable steel-wood hybrid formwork for oblique web circular arc section of continuous beam which characterized in that: comprises that
The wooden template comprises a bottom plate, an inclined web plate and a wing plate, wherein the edge of the bottom plate is fixed on the first keel, the lower edge of the inclined web plate is fixed on the second keel, the upper edge of the inclined web plate is fixed on the third keel, the inner edge of the wing plate is fixed on the fourth keel, and the first keel, the second keel, the third keel and the fourth keel are all arranged along the longitudinal direction of the continuous beam;
a prefabricated steel form comprising
The first arc plate is arranged between the bottom plate and the oblique web plate, the lower edge of the first arc plate is fixed on the first secondary keel, and the upper edge of the first arc plate is fixed on the second secondary keel;
and the second arc plate is arranged between the oblique web plate and the wing plate, the lower edge of the second arc plate is fixed on the third keel, and the upper edge of the first arc plate is fixed on the fourth keel.
2. The portable steel-wood hybrid formwork for the circular arc sections of the continuous beam inclined webs is characterized in that: and the first arc plate and the second arc plate are provided with mounting holes for penetrating screws.
3. The portable steel-wood hybrid formwork for the circular arc sections of the continuous beam inclined webs is characterized in that: the mounting holes are arranged in rows, the distance between each row of mounting holes and the upper edge/lower edge of the adjacent first/second arc plate is 2cm, and the center distance between the adjacent mounting holes in the same row is 30 cm.
4. The portable steel-wood hybrid formwork for the circular arc sections of the continuous beam inclined webs is characterized in that: and adjusting battens are arranged at the lower parts of the first arc plate and the second arc plate.
5. The portable steel-wood hybrid formwork for the circular arc sections of the continuous beam inclined webs is characterized in that: and the joints of the first arc plates and the bottom plate and the inclined web plate, the joints of the second arc plates and the inclined web plate and the wing plate, the joints of the adjacent first arc plates and the joints of the adjacent second arc plates are filled with glass cement.
6. The portable steel-wood hybrid formwork for the circular arc sections of the continuous beam inclined webs is characterized in that: first circular arc board and second circular arc board adopt the 3mm steel sheet prefabrication to form, and every first, two circular arc boards are 1.5m along the length direction of continuous beam.
7. The portable steel-wood hybrid formwork for the circular arc sections of the continuous beam inclined webs is characterized in that: the thickness of the bottom plate, the oblique web plate and the wing plate is 1.5 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022796447.8U CN213867402U (en) | 2020-11-27 | 2020-11-27 | Portable steel-wood mixed template for continuous beam inclined web circular arc section |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022796447.8U CN213867402U (en) | 2020-11-27 | 2020-11-27 | Portable steel-wood mixed template for continuous beam inclined web circular arc section |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213867402U true CN213867402U (en) | 2021-08-03 |
Family
ID=77064056
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022796447.8U Active CN213867402U (en) | 2020-11-27 | 2020-11-27 | Portable steel-wood mixed template for continuous beam inclined web circular arc section |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213867402U (en) |
-
2020
- 2020-11-27 CN CN202022796447.8U patent/CN213867402U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108360723A (en) | A kind of half welding overlapping contignation of the big module of the assembled with space truss temporary support | |
| CN110616840A (en) | Concrete laminated slab bottom plate based on steel truss and cement plate and preparation method | |
| CN108360722A (en) | A kind of half welding overlapping contignation of the big module of the assembled with plane girder temporary support | |
| CN114482375B (en) | Construction method of integral joint type reinforced concrete superimposed sheet | |
| CN206722216U (en) | A kind of prefabricated girder of laminated floor slab | |
| CN213867402U (en) | Portable steel-wood mixed template for continuous beam inclined web circular arc section | |
| CN201011127Y (en) | Suspended steel wood combined template | |
| CN112695896A (en) | Precast concrete beam-plate connecting structure and mounting method | |
| CN111749364A (en) | Assembly type composite wall based on C-shaped steel and construction method thereof | |
| CN208039577U (en) | Half prefabricated prestressed concrete floor slab of figure of eight steel bar girder | |
| CN110777997A (en) | Dry-type connecting system of prefabricated wood-concrete composite structure | |
| CN110616839A (en) | Preparation method of concrete laminated slab bottom plate based on light steel keels and cement boards | |
| CN212534738U (en) | Truss floor plate | |
| CN210947338U (en) | Prefabricated assembled laminated wood and concrete combined floor system | |
| CN211897789U (en) | Movable template system for assembled cast-in-situ box girder | |
| CN211917228U (en) | Precast beam combination steel construction pedestal | |
| CN211622194U (en) | Floor system | |
| KR200408399Y1 (en) | Slav building structure used transparent deck plate | |
| CN112342929A (en) | Continuous beam inclined web circular arc section construction method adopting steel-wood mixed template | |
| CN104831628A (en) | Permanent formwork of bridge deck of multi-girder steel mixing structure bridge | |
| CN215106436U (en) | Connecting joint of precast concrete composite floor slab | |
| CN214884357U (en) | Assembled building frame construction | |
| CN216340926U (en) | Assembled beam body template | |
| CN216839042U (en) | A template structure for construction of bridge pier shaft structure usefulness | |
| CN216839037U (en) | Cast-in-situ box girder combined external template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |