CN204475186U - A kind of novel semicolumn template - Google Patents
A kind of novel semicolumn template Download PDFInfo
- Publication number
- CN204475186U CN204475186U CN201520082025.0U CN201520082025U CN204475186U CN 204475186 U CN204475186 U CN 204475186U CN 201520082025 U CN201520082025 U CN 201520082025U CN 204475186 U CN204475186 U CN 204475186U
- Authority
- CN
- China
- Prior art keywords
- panel
- junction plate
- stitching section
- stitching
- novel
- 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.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a kind of novel semicolumn template, comprise panel, the stitching portion of described panel both sides is respectively equipped with the first junction plate and the second junction plate, all vertical with panel length direction and the concavo-convex complementary structure each other of described first junction plate and the second junction plate, the stitching portion at described panel two ends is respectively equipped with the first stitching section and the second stitching section along panel circumference, and described first stitching section is the two stage steps structure of semi-circular shape and step internal diameter is identical with panel internal diameter; Described second stitching section is the platform structure of semi-circular shape, and the external diameter of the second level step of landing inner diameter and described two stage steps structure matches; The utility model is compared with the column-form of monoblock, and transporting and hoisting is more convenient, and more existing semicolumn template splicing place is more tight reliable, effectively can prevent the generation of casting process spillage phenomenon; Between each template, convergence part separation structure is more reasonable, fast easy to assembly simultaneously.
Description
Technical field
The utility model relates to bridge formwork field, particularly one and is convenient to transport, mortar leakage prevention, the better semicolumn template of intensity.
Background technology
At present, in current bridge construction engineering, first should set up template at the scene before concrete construction, then fluid concrete is shaping, and cast in place concrete form piece spillage is one of common workmanship common fault.In order to reduce piece when the generation reducing spillage is constructed usually as far as possible, big-size formwork is adopted as much as possible when execution conditions allow, to reduce the generation of on-the-spot mounting or dismounting workload and spillage situation, but this can have higher requirement to the Lifting Capacity of construction party and transport; Also the seam crossing or between template arranges sealing mat, and with mortar leakage prevention, but the method is often also difficult to obtain good effect.
Utility model content
For current Problems existing and actual conditions, the purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of transporting and hoisting convenient, easy to assembly, the reliable semicolumn template of leakproof.
For solving the problem, the utility model by the following technical solutions:
A kind of novel semicolumn template, comprise panel, the stitching portion of described panel both sides is respectively equipped with the first junction plate and the second junction plate, all vertical with panel length direction and the concavo-convex complementary structure each other of described first junction plate and the second junction plate, the stitching portion at described panel two ends is respectively equipped with the first stitching section and the second stitching section along panel circumference, and described first stitching section is the two stage steps structure of semi-circular shape and step internal diameter is identical with panel internal diameter; Described second stitching section is the platform structure of semi-circular shape, and the external diameter of the second level step of landing inner diameter and described two stage steps structure matches.
Further, described panel outer surface is provided with many perpendicular muscle along its length, and described many perpendicular muscle peripheral solder have many channel-section steels to enclose purlin.
Further, correspondingly respectively on described the first/the second junction plate and the first/the second stitching section multiple inserting hole for assembly and connection is provided with.
Further, to be glass fibre reinforced plastic integral shaping described panel, the first/the second junction plate and the first/the second stitching section.
Further, the inner surface of described panel and the first/the second stitching section is all coated with one deck corrosion resistant plate.
The beneficial effects of the utility model are: the utility model devises a novel semicolumn formwork structure, the basis of existing template arranges leakage-proof connection structure respectively in the stitching portion at panel both sides and two ends, the syndeton at panel both sides and two ends is symmetrical complement form, and it is a complete column-form that two pieces of semicolumn templates are stitched together by the concavo-convex complementary structure of both sides; Two complete column-forms are then stitched together by the connecting portion at two ends and realize seamless connection; The utility model is compared with the column-form of monoblock, and transporting and hoisting is more convenient, and more existing semicolumn template splicing place is more tight reliable, effectively can prevent the generation of casting process spillage phenomenon; Between each template, convergence part separation structure is more reasonable, fast easy to assembly simultaneously.
Accompanying drawing explanation
Be described further with regard to detailed description of the invention of the present utility model below in conjunction with accompanying drawing, wherein:
Fig. 1 is front view of the present utility model;
Fig. 2 is the sectional view of the utility model along A-A face;
Fig. 3 is the sectional view of the utility model along B-B face;
Fig. 4 is the sectional view of the utility model along C-C face;
Fig. 5 is the assembling schematic diagram of two pieces of semicolumn templates of the present utility model;
Fig. 6 is the assembling schematic diagram of four pieces of semicolumn templates of the present utility model.
Detailed description of the invention
With reference to the novel semicolumn template of one shown in accompanying drawing 1, comprise panel 100, the stitching portion of panel 100 both sides be respectively equipped with the first junction plate 101 and the second junction plate 102, first junction plate 101 all vertical with panel 100 length direction with the second junction plate 102, be structure as a whole with panel 100; With reference to shown in Fig. 2, wherein, the first junction plate 101 is flange, and the second junction plate 102 is notch board, two junction plate phases symmetrical complement structure each other.
The stitching portion at panel 100 two ends is respectively equipped with the first stitching section 103 and the second stitching section 104 along the circumference of panel 100, first stitching section 103 and the second stitching section 104 one-body molded with panel 100, with reference to shown in Fig. 3, first stitching section 103 is the two stage steps structure of semi-circular shape, upper strata is second level step 103a, lower floor is first order step 103b, and second level step 103a is identical with the internal diameter of panel 100 with the internal diameter of first order step 103b, ensures the unification that cylinder is upper and lower; Second stitching section 104 is the platform 104a of corresponding semi-circular shape, and the internal diameter of platform 104a and the external diameter of second level step 103a match, and platform 104a can be sticked in second level step 103a periphery just upon assembly.
Further, be provided with many perpendicular muscle 105 along its length at the external surface of panel 100, the peripheral solder of perpendicular muscle 105 has many channel-section steels to enclose purlin 106, strengthens the intensity of panel 100.
Further, on the first junction plate 101, second junction plate 102 and the first stitching section 104, stitching section 103, second, correspondence is provided with multiple inserting hole for assembly and connection (not shown in FIG.) respectively, and bolt easy to use, alignment pin etc. are fixed splicing.
Further, it is shaping that panel, the first/the second junction plate and the first/the second stitching section are glass fibre reinforced plastic integral, light weight and hard, corrosion-resistant, anti-aging, waterproof and insulating properties good.
Further, be all coated with one deck corrosion resistant plate at the inner surface of panel and the first/the second stitching section, keep column-form interior smooth smooth, make to build shaping after concrete surface planeness better.
Use assemble method of the present utility model is as follows: with reference to shown in Fig. 5, two pieces of identical semicolumn templates are spliced relatively, first junction plate 101 and the second junction plate 102 mutually engage and form U-shaped hermetically-sealed construction (Fig. 5 is schematic diagram, in reality, U-shaped structure distance panel distance is almost equal to zero), and be bolted, in the vertical direction prevents column-form spillage.Spliced two overall column-forms are spliced, first stitching section 103 of original single semicolumn template and the second stitching section 104 are combined as complete ring-shaped step structure respectively, namely with reference to shown in Fig. 6, the first connecting portion that second connecting portion of column-form bottom of top is set in lower cylindrical template engages mutually, and be bolted, prevent the generation of spillage situation so in the horizontal direction.
These are only a kind of assembling mode, the assembling equally also first can carrying out two semicolumn templates on vertical direction is horizontal direction is spliced, specifically can according to the corresponding adjustment of site operation situation, and whole assembling process is convenient and swift, lift very convenient, be conducive to the operation at small space.
The above; be only the better detailed description of the invention of the utility model; but the utility model protection domain is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the change that can expect easily or replacement, all should be encompassed within protection domain of the present utility model.Therefore the utility model protection domain is as the criterion with the protection domain of claims.
Claims (5)
1. a novel semicolumn template, comprise panel, it is characterized in that, the stitching portion of described panel both sides is respectively equipped with the first junction plate and the second junction plate, all vertical with panel length direction and the concavo-convex complementary structure each other of described first junction plate and the second junction plate, the stitching portion at described panel two ends is respectively equipped with the first stitching section and the second stitching section along panel circumference, and described first stitching section is the two stage steps structure of semi-circular shape and step internal diameter is identical with panel internal diameter; Described second stitching section is the platform structure of semi-circular shape, and the external diameter of the second level step of landing inner diameter and described two stage steps structure matches.
2. the novel semicolumn template of one according to claim 1, is characterized in that, described panel outer surface is provided with many perpendicular muscle along its length, and described many perpendicular muscle peripheral solder have many channel-section steels to enclose purlin.
3. the novel semicolumn template of one according to claim 1, is characterized in that, correspondingly respectively on described the first/the second junction plate and the first/the second stitching section is provided with multiple inserting hole for assembly and connection.
4. the novel semicolumn template of one according to claim 1, is characterized in that, it is shaping that described panel, the first/the second junction plate and the first/the second stitching section are glass fibre reinforced plastic integral.
5. the novel semicolumn template of one according to claim 1, is characterized in that, the inner surface of described panel and the first/the second stitching section is all coated with one deck corrosion resistant plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520082025.0U CN204475186U (en) | 2015-02-05 | 2015-02-05 | A kind of novel semicolumn template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520082025.0U CN204475186U (en) | 2015-02-05 | 2015-02-05 | A kind of novel semicolumn template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475186U true CN204475186U (en) | 2015-07-15 |
Family
ID=53630989
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520082025.0U Expired - Fee Related CN204475186U (en) | 2015-02-05 | 2015-02-05 | A kind of novel semicolumn template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475186U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707073A (en) * | 2017-10-26 | 2019-05-03 | 孙阳 | The assemble method of the interior purlin component of tower |
-
2015
- 2015-02-05 CN CN201520082025.0U patent/CN204475186U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109707073A (en) * | 2017-10-26 | 2019-05-03 | 孙阳 | The assemble method of the interior purlin component of tower |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203878615U (en) | Light combined type set-shaped steel formwork for inspection well | |
| CN105908965A (en) | Assembly type concrete wall board, assembly type building and assembly method | |
| CN204475186U (en) | A kind of novel semicolumn template | |
| CN109778887B (en) | Steel suspension box structure based on offshore steel inclined pile foundation and assembling method thereof | |
| CN204919607U (en) | City is prefab for underpass | |
| CN204475529U (en) | The syndeton of a kind of assembling type outer wall and beam | |
| CN104032966A (en) | Partitioning, hoisting, overhead closing and mounting method for arc-shaped double-layer net racks | |
| CN205677114U (en) | Installation node for assembled inside casing light partition wall | |
| CN213143427U (en) | Connecting structure of H-shaped steel beam and concrete filled steel tube column | |
| CN205046851U (en) | Building template | |
| CN111764436A (en) | Prefabricated assembled inspection shaft of concrete | |
| CN204282391U (en) | A kind of heel foundation formwork erecting structure | |
| CN203769146U (en) | Stone curtain wall | |
| CN106915783A (en) | A kind of symmetrical inclined flat seal cover plate in treatment tank combined type flat-top both sides | |
| CN204456772U (en) | The spliced glass fiber reinforced plastic smoke exhaust barrel of arc sheet | |
| CN203145542U (en) | Ordinary reinforced concrete crack-resistant no-seepage pool with large volume | |
| CN205421338U (en) | Telecommunications inspection shaft | |
| CN108222349A (en) | A kind of light steel of half assembled-foam concrete composite floor and its construction method | |
| CN205369524U (en) | Many high -rise building of steel construction side pipe concrete column building site concatenation node | |
| CN104652673A (en) | Assembled integrated type prefabricated concrete floor slab and connection method thereof | |
| CN205663189U (en) | Floor hangs mould device | |
| CN203960902U (en) | A kind of glass fiber reinforced plastics manhole | |
| CN211200430U (en) | Novel combined steel open caisson | |
| CN204401792U (en) | A kind of Combined movable house | |
| CN206174199U (en) | A waterproof structure for dismantled and assembled wallboard of prefabricated house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150715 Termination date: 20180205 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |