CN205475081U - Adjustable template of breakwater bucket formula component - Google Patents
Adjustable template of breakwater bucket formula component Download PDFInfo
- Publication number
- CN205475081U CN205475081U CN201620262953.XU CN201620262953U CN205475081U CN 205475081 U CN205475081 U CN 205475081U CN 201620262953 U CN201620262953 U CN 201620262953U CN 205475081 U CN205475081 U CN 205475081U
- Authority
- CN
- China
- Prior art keywords
- template
- upper strata
- external mold
- nei
- centre form
- 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
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
The utility model provides an adjustable template of breakwater bucket formula component, includes die block, external mold and centre form, two -layer setting about external mold and centre form divide, and every layer forms by a plurality of template assembly, and the template of upper centre form, the template of lower floor's centre form are met through installing and removing the die carrier respectively, and installing and removing of upper centre form is equipped with the adjustment mechanism who adjusts upper centre form height on the die carrier, the die carrier of installing and removing become by stand and support rod set, be equipped with the reinforcement between upper centre form and the upper external mold and support the not coupling mechanism of co -altitude staving template. The utility model discloses if the template of layering, through the prefabricated height of adjusting upper internal mold and the external mold, the prefabrication of different level bucket formula component is realized to the final prefabricated height of completion bucket formula component, its reasonable in design, and convenient to use, the cost is reduced has saved prefabricated space, has also shortened template regulation time and prefabricated time limit for a project.
Description
Technical field
This utility model relates to a kind of construction implement, particularly to the adjustable formwork of a kind of breakwater tub component.
Background technology
Breakwater tub component is a kind of employing concrete, reinforcing bar, the Novel breakwater version that the materials such as steel construction make, by the thin-walled formed after concreting, bottomless tub structure, for adapting to different seabed absolute altitudes, the tub component of differing heights can be used, make prefabricated staving altitude conversion number of times more, component volume is big, in prior art, the prefabricated of tub component is all to make template according to single size, when making the tub component of differing heights, organize matched template prefabricated on-the-spot needs more, easily cause personnel, time, space and waste economically, the most also can extend the regulating time of template, increase the prefabricated duration, reduce efficiency of construction.
Summary of the invention
Technical problem to be solved in the utility model is for the deficiencies in the prior art, it is provided that a kind of reasonable in design, the adjustable formwork of breakwater tub component easy to use.
Technical problem to be solved in the utility model is to be realized by following technical scheme, this utility model is the adjustable formwork of a kind of breakwater tub component, it is characterized in, including bed die, external mold and Nei Mo, external mold and the upper and lower two-layer of interior mode division are arranged, every layer is formed by some template assemblies, the template of upper strata Nei Mo, in lower floor, the template of mould is connected by mounting or dismounting mould bases respectively, the mounting or dismounting mould bases of upper strata Nei Mo is provided with the governor motion of regulation upper strata Nei Mo height, described mounting or dismounting mould bases is made up of column and support bar, it is provided with between upper strata Nei Mo and upper strata external mold and reinforces the bindiny mechanism supporting differing heights staving template;
Described governor motion includes the fall way being enclosed within the column of mounting or dismounting mould bases, and fall way is contained on the Nei Mo of upper strata, column is stood by different propping up and is highly provided with hole, some location, and fall way is provided with and positions the alignment pin that hole coordinates;
Described bindiny mechanism include connecting external mold top in upper strata to pull bar and the movable joint of external mold bottom in connecting upper strata, be highly provided with by different pouring on the top of described upper strata external mold coordinate with to pull bar to pulling eye.
Technical problem to be solved in the utility model can also be realized further by following technical scheme, and described bed die is made up of movable steel template and fixed form.
Technical problem to be solved in the utility model can also be realized further by following technical scheme, and the regulation of described upper strata Nei Mo is highly 2.0m, and regulation spacing is 0.5m.
This utility model sets the interior external mold of layering, prefabricated height by governor motion regulation upper strata Nei Mo, height according to upper strata Nei Mo, the height of upper strata external mold is made suitability regulation, carry out reinforcing by bindiny mechanism and support, complete the regulation of upper strata external mold height with this, thus complete the final prefabricated height of whole tub component, it is achieved different level tub component prefabricated.Compared with prior art, it is reasonable in design, easy to use, reduces cost, saves pre-made void, also shortens template regulating time and prefabricated duration.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Referring to the drawings, concrete technical scheme of the present utility model is further described, in order to those skilled in the art is further understood that the present invention, and does not constitute the restriction to its right.
With reference to Fig. 1, a kind of adjustable formwork of breakwater tub component, including bed die, external mold and Nei Mo, external mold and the upper and lower two-layer of interior mode division are arranged, every layer is formed by some template assemblies, in the template of upper strata Nei Mo 6, lower floor, the template of mould 1 is connected by mounting or dismounting mould bases respectively, the mounting or dismounting mould bases of upper strata Nei Mo 6 is provided with the governor motion of regulation upper strata Nei Mo 6 height, described mounting or dismounting mould bases is made up of column 7 and support bar 8, is provided with and reinforces the bindiny mechanism supporting differing heights staving template between upper strata Nei Mo 6 and upper strata external mold 5;
Described governor motion includes the fall way being enclosed within the column 7 of mounting or dismounting mould bases, and fall way is contained on upper strata Nei Mo 6, column 7 is stood by different propping up and is highly provided with hole, some location, and fall way is provided with and positions the alignment pin that hole coordinates;
Described bindiny mechanism include connecting external mold 5,6 top in upper strata to pull bar 3 and the movable joint 4 of external mold 5,6 bottom in connecting upper strata, be highly provided with by different pouring on the top of described upper strata external mold 5 coordinate with to pull bar 3 to pulling eye.
Described bed die is made up of movable steel template and fixed form.
The regulation of described upper strata Nei Mo 6 is highly 2.0m, and regulation spacing is 0.5m.
The described tub component of storehouse more than single barrel includes a bottomless Long Circle staving having lid and two the anti-ripple stavings being located on Long Circle staving, anti-ripple staving arranges along the short-axis direction of Long Circle staving, described Long Circle staving is separated by twice partition wall in length and breadth nine separations, and described external mold is made up of two straightways being located in the middle of Long Circle staving and 4 1/4 arc sections being located at Long Circle staving two.
For adapting to different seabed absolute altitude, the tub component of differing heights can be used, by regulation upper strata external mold pour height, pouring of different level staving can be realized, and easy to operate, the adjusting template time is short, shortens the prefabricated duration.
Breakwater tub component pour highly desirable combination site operation situation, basic staving to bulky, installs number of operations, raising work efficiency for reducing, pours layering and construct by several times, every layer of independent construction, waits concrete to carry out the construction on upper strata after reaching intensity;
Before carrying out upper strata construction, remove lower floor's external mold 2, by governor motion, the height of regulation upper strata Nei Mo 6, simultaneously, the height of upper strata external mold 5 is made accommodation, after adjusting, by pull bar 3 and movable joint 4, upper strata external mold 5 is fixed, completing the regulation of upper strata external mold 5 height, pour after regulating, existing to pour mode as follows:
Pouring height for the first time is unified level altitude, all can be suitable for the tub component of differing heights;
Second time pours the top that pours to ground floor bottom the cover plate of basis staving:
Arranging screw mandrel lower margin 9 in lower floor bottom mould 1, by the rotation to screw mandrel when mould 1 lifting is put in storage in lower floor, make the height of whole mounting or dismounting mould bases be raised and lowered, this structure can carry out regulation by a small margin to whole interior mould;
Requirement is poured for the satisfied basis bigger component of staving vertical separation, cause packet length under template the biggest in order to avoid Yin Neimo mounting or dismounting mould bases altitude mixture control simultaneously, cause construction inconvenience, even because caulking joint hanging cannot be caused, during design template, in upper strata, the bottom of external mold arranges different in width movable joint respectively, all it is attached by hex bolts, when needing, the movable joint panel of corresponding width is removed, and pour by difference on the top of upper strata external mold 5 and highly to arrange pulling eye, support meeting the reinforcing of differing heights staving template;
Upper strata Nei Mo 6 is in column 7 position of mounting or dismounting mould bases, use the fall way of barrel forms, according to form height spacing, column 7 is reserved with hole, location, employing alignment pin is fixed, thus be set to adjust section, mounting or dismounting mould bases column uses pipe (bottom adjust section stud materials be the fall way that internal diameter can put into mounting or dismounting mould bases column), with meet member height difference bigger time prefabricated staving pour demand;
Third time pours the concrete at the staving residue top blind flange of basis, because tub component seals at top, prefabricated cover plate is installed sealed by staving, so without interior mould, external mold is only needed to carry out enclosing, can carry out concreting, the external mold height that third time pours can suitably be increased, to guarantee that this can reach required staving height after pouring.
Claims (3)
1. the adjustable formwork of a breakwater tub component, it is characterized in that: include bed die, external mold and Nei Mo, external mold and the upper and lower two-layer of interior mode division are arranged, every layer is formed by some template assemblies, in the template of upper strata Nei Mo, lower floor, the template of mould is connected by mounting or dismounting mould bases respectively, the mounting or dismounting mould bases of upper strata Nei Mo is provided with the governor motion of regulation upper strata Nei Mo height, described mounting or dismounting mould bases is made up of column and support bar, is provided with and reinforces the bindiny mechanism supporting differing heights staving template between upper strata Nei Mo and upper strata external mold;
Described governor motion includes the fall way being enclosed within the column of mounting or dismounting mould bases, and fall way is contained on the Nei Mo of upper strata, column is stood by different propping up and is highly provided with hole, some location, and fall way is provided with and positions the alignment pin that hole coordinates;
Described bindiny mechanism include connecting external mold top in upper strata to pull bar and the movable joint of external mold bottom in connecting upper strata, be highly provided with by different pouring on the top of described upper strata external mold coordinate with to pull bar to pulling eye.
The adjustable formwork of breakwater tub component the most according to claim 1, it is characterised in that: described bed die is made up of movable steel template and fixed form.
The adjustable formwork of breakwater tub component the most according to claim 1, it is characterised in that: the regulation of described upper strata Nei Mo is highly 2.0m, and regulation spacing is 0.5m.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620262953.XU CN205475081U (en) | 2016-03-31 | 2016-03-31 | Adjustable template of breakwater bucket formula component |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620262953.XU CN205475081U (en) | 2016-03-31 | 2016-03-31 | Adjustable template of breakwater bucket formula component |
Publications (1)
Publication Number | Publication Date |
---|---|
CN205475081U true CN205475081U (en) | 2016-08-17 |
Family
ID=56646482
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201620262953.XU Active CN205475081U (en) | 2016-03-31 | 2016-03-31 | Adjustable template of breakwater bucket formula component |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN205475081U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115284418A (en) * | 2022-08-25 | 2022-11-04 | 上海建工建材科技集团股份有限公司 | Liftable prefabricated bridge steel structure stand column die and using method thereof |
-
2016
- 2016-03-31 CN CN201620262953.XU patent/CN205475081U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115284418A (en) * | 2022-08-25 | 2022-11-04 | 上海建工建材科技集团股份有限公司 | Liftable prefabricated bridge steel structure stand column die and using method thereof |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107700533B (en) | A kind of box quick assembly and disassembly mould piping lane construction technology | |
CN206971268U (en) | The working top plate mobile formwork body of underground pipe gallery | |
CN209482679U (en) | Tub brace type integral steel platform suitable for sloping core construction | |
CN204249054U (en) | A kind of making mould of concrete prefabricated inspection shaft | |
CN103104090B (en) | Silo concrete whole slip template | |
CN207290429U (en) | A kind of stair prefabricated-member mould | |
CN205475081U (en) | Adjustable template of breakwater bucket formula component | |
CN216380561U (en) | Supporting device for laminated floor with bottom die | |
CN111186000A (en) | Heat-insulating concrete block and manufacturing mold thereof | |
CN210389590U (en) | Prefabricated stand convenient to installation and preparation mould thereof | |
CN209384644U (en) | Plate support mode drops in adjustable floor | |
CN202831621U (en) | Integrated slipform for silo concrete | |
CN107191205B (en) | Self-moving full-arc template for loop casting of tunnel side wall inverted arch concrete | |
CN206174452U (en) | Large -scale concrete system component mould | |
CN106050271A (en) | Ditch formwork device for tunnel and construction method of ditch formwork device | |
CN206035501U (en) | Tunnel water ditch die carrier device | |
CN206053965U (en) | A kind of tunnel ditch cable trough construction trolley | |
CN214419119U (en) | Prefabricated mould of special brickwork of electrician's box | |
CN106555479B (en) | Hoisting equipment of concave floor forming device | |
CN115110765A (en) | Construction method and device for shear wall at deformation joint | |
CN208428440U (en) | Precast concrete cover simple die | |
CN106555475B (en) | Concave character type architecture construction method | |
CN208933913U (en) | Whole revetment wall form mobile device | |
CN205742983U (en) | A kind of multiplex angle parking stall support template | |
CN209384642U (en) | A kind of building inner room shaping mould |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant |