CN201236315Y - Segment beam terminal mould plate - Google Patents
Segment beam terminal mould plate Download PDFInfo
- Publication number
- CN201236315Y CN201236315Y CNU2008200490941U CN200820049094U CN201236315Y CN 201236315 Y CN201236315 Y CN 201236315Y CN U2008200490941 U CNU2008200490941 U CN U2008200490941U CN 200820049094 U CN200820049094 U CN 200820049094U CN 201236315 Y CN201236315 Y CN 201236315Y
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- template
- shear connector
- screw
- beam sections
- shear
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Abstract
The utility model relates to a segmental beam end template which comprises a template and shear connectors. Different types of shear connectors are mounted on preset positions of the template in a detachable and removable mode to form a segmental beam end template as required with the template. Because the shear connectors are mounted on the template in a detachable and removable mode, the sizes and the positions of the shear connectors can be replaced according to the forms of the end surfaces of the different types of segmental beams and the sizes and the layout of the shear connectors, and the shear connectors or the template can not be damaged during replacement, so the mutual conversion among different types of end templates is realized, the investment of the end templates is reduced, and the general production cost of moulds is reduced.
Description
Technical field
The utility model relates to the Side Template that a kind of architectural concreting is used, especially for use in the prefabricated field of beam sections.
Background technology
Adopt section assembling technology to compare with traditional full thorax support cast-in-place box girder construction method in the overhead road of city construction, highlight " environmental protection, traffic, speed " three big advantages: noiselessness, no dust during construction have significantly reduced the influence to peripheral resident, environment; But need not the scene set up support, need not job-poured concrete, open to traffic in the construction, alleviated greatly because of the pressure of construction to the generation of traffic; Site operation speed has been accelerated in the construction of employing module greatly, and is fast again more than traditional construction method.This construction method has promoted the scientific and technological content and the technical level of overhead road of city engineering construction, and extensive use can reduce construction costs significantly, and therefore this form of construction work also more and more is subjected to people's welcome.
Beam sections is the part in the building structure, beam sections is divided into termination sections, transition sections and standard sections, the existing Side Template that is used to build beam sections comprises template and is positioned on the template surface and the integrated shear connector of template that the end pattern of every kind of model beam sections, the size of shear connector and layout are all different.When therefore prefabricated, way routinely, every kind of beam sections need dispose machine made Side Template, has so just caused the use waste of Side Template, will cause like this because the raising of total die manufacturing cost that the continuous replacing of template needs itself brings.
Summary of the invention
The technical problems to be solved in the utility model provides a kind of a kind of beam sections Side Template that can save the Side Template input, reduce total die manufacturing cost.
In order to solve the problems of the technologies described above, the utility model beam sections Side Template comprises template and shear connector, and dissimilar shear connectors is installed in the beam sections Side Template that constitutes required type on the default position of template with template in the mode of detachable replacing.
Owing to adopt the detachable mode of changing that shear connector is installed on the template, can change the size of shear connector and the position of shear connector according to end pattern, the size of shear connector, the layout difference of every kind of model beam sections, and when changing, can not destroy shear connector or template, so just can realize the mutual conversion between the dissimilar Side Templates, can save the Side Template input, reduce total die manufacturing cost.
The mounting means of described detachable replacing can be to be provided with first screw on the template predeterminated position, be provided with on shear connector and corresponding second screw of first screw, the screw or the bolt that are arranged in first screw and second screw are fixed together template and shear connector.
The mounting means of described detachable replacing is provided with external screw thread for to be provided with a round platform on shear connector on round platform, be provided with through hole on template, and the end that the round platform on the shear connector passes through hole cooperates with nut shear connector and template are fixed together.
As the improvement of the utility model beam sections Side Template, also comprise by the link together shear connector group of the integral type that constitutes of plural shear connector; Be provided with second screw in the shear connector group, the screw that is arranged in described first screw and second screw is fixed together template and shear connector group.The shear connector of so just can a plurality of needs of integral replacing changing simultaneously is convenient for changing.
As the further improvement of the utility model beam sections Side Template, it also comprises and is positioned at template surface and the incorporate shear connector of template.Because the shear connector that has identical size and layout between the dissimilar Side Templates, conversion is not need to change between Side Template, so these shear connectors can be one-body molded with template, has deducted the installation procedure of shear connector.
Describe the utility model in detail below in conjunction with accompanying drawing, it illustrates principle of the present utility model as the part of this manual by embodiment, and others of the present utility model, feature and advantage thereof will become very clear by this detailed description.
Description of drawings
Fig. 1 is one type a schematic diagram of the utility model beam sections Side Template;
Fig. 2 is a schematic diagram before the shear connector of detachable first kind of embodiment of mounting means of changing is installed;
Fig. 3 is that the shear connector of detachable first kind of embodiment of mounting means of changing is installed the back schematic diagram;
Fig. 4 is that the shear connector of detachable second kind of embodiment of mounting means of changing is installed the back schematic diagram;
Fig. 5 is the right view of detachable second kind of embodiment of mounting means of changing;
Fig. 6 is a schematic diagram before the shear connector of detachable the third embodiment of mounting means of changing is installed;
Fig. 7 is that the shear connector of detachable the third embodiment of mounting means of changing is installed the back schematic diagram;
Fig. 8 is second type a schematic diagram of the utility model beam sections Side Template;
Fig. 9 is the schematic diagram of the third type of the utility model beam sections Side Template.
The specific embodiment
Preferred embodiment of the present utility model now is described in conjunction with the accompanying drawings.
As shown in Figure 1, the utility model beam sections Side Template comprises template 11 and shear connector 22-25, and shear connector 22-25 is big or small each other, shape is inequality; Shear connector is installed on the surface of template 11 by the mode of detachable replacing.The shear connector that is fixed on the template 11 constitutes the beam sections Side Template with template 11.
Be first kind of embodiment of the detachable mounting means of changing as shown in Figures 2 and 3, on template 1, be preset with first screw 13, be provided with on shear connector 25 and first screw, 13 corresponding second screws 12, screw 31 passes first screw 13 and second screw 12 is fixed together template 11 and shear connector 25; Only need screw out screw 31 during dismounting and change and get final product, simple to operation.Shear connectors 24,25,26 etc. also adopt the said fixing mode with the fixed form of template 11.
As shown in Figure 1, be positioned at the shear connector group 27 at beam waist 12 places, this shear connector group 27 is made up of a plurality of shear connectors, generally, these shear connectors all need to change, so these shear connectors are made the shear connector group 27 of an integral body, but integral replacing, it is convenient to change.But as Fig. 8 and shear connector group 28,29 shown in Figure 9 integral replacing all.
Shear connector in the beam sections Side Template among Fig. 1 24 and shear connector 25 all are replaced by shear connector 26 among Fig. 8, shear connector group 27 is replaced by shear connector group 28 among Fig. 8, so just can realize that the beam sections end face template of first type shown in Fig. 1 converts the beam sections end face template of second type shown in Fig. 8 to, so just can save the Side Template input, reduce total die manufacturing cost.
Be second kind of embodiment of the detachable mounting means of changing as shown in Figure 4 and Figure 5, on shear connector 25, be provided with a groove 16, the degree of depth of groove 16 equates substantially with the thickness of the nut of bolt 32, the shape of groove is identical with the shape of nut, the other end of bolt 32 passes first screw 13 on the template 11, its other end is fixed together shear connector 25 and template 11 by cooperating with nut 33, only needs to take off nut 33 with spanner during dismounting and change and gets final product, and is simple to operation.
Be the third embodiment of the detachable mounting means of changing as shown in Figure 6 and Figure 7, on shear connector 25, be provided with cylinder 41, on the surface of cylinder 41, be provided with external screw thread 42, on template, be provided with through hole 14, cylinder 41 passes through hole 14 and has part to be positioned at the opposite side of template 11, an end that is positioned at the template opposite side cooperates with nut 43 shear connector 25 and template 11 are fixed together, and only needs to take off nut 43 with spanner during dismounting and change and gets final product, and is simple to operation.
Comparison diagram 1, Fig. 8 and beam sections Side Template shown in Figure 9, they all have identical shear connector 22,23, be that these shear connectors are not mutually changed during conversion between dissimilar beam sections Side Templates, so it is also can be when making template 11 that template 11 and shear connector 22,23 is one-body molded or directly be welded on the template 11, be same as the shear connector form on the existing beam sections Side Template, so just deducted the installation procedure of shear connector, helped enhancing productivity.
Above disclosed only is preferred embodiment of the present utility model, can not limit the interest field of the utility model certainly with this, and therefore the equivalent variations of being done according to the utility model claim still belongs to the scope that the utility model is contained.
Claims (5)
1, a kind of beam sections Side Template, it comprises template and shear connector, it is characterized in that: dissimilar shear connectors is installed in the beam sections template that constitutes required type on the default position of template with template in the mode of detachable replacing.
2, beam sections Side Template as claimed in claim 1, it is characterized in that: described mounting means is for being provided with first screw on the template predeterminated position, be provided with on shear connector and corresponding second screw of first screw, the screw or the bolt that are arranged in first screw and second screw are fixed together template and shear connector.
3, beam sections Side Template as claimed in claim 1, it is characterized in that: described mounting means is for being provided with a round platform on shear connector, on round platform, be provided with external screw thread, be provided with through hole on template, the end that the round platform on the shear connector passes through hole cooperates with nut shear connector and template is fixed together.
4, beam sections Side Template as claimed in claim 1 is characterized in that: it also comprises by the link together shear connector group of the integral type that constitutes of plural shear connector; Each shear connector in the shear connector group is equipped with second screw, and the screw that is arranged in described first screw and second screw is fixed together template and shear connector group.
5, beam sections Side Template as claimed in claim 1 or 2 is characterized in that: it also comprises the shear connector that is positioned at template surface and template integrated molding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200490941U CN201236315Y (en) | 2008-06-12 | 2008-06-12 | Segment beam terminal mould plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200490941U CN201236315Y (en) | 2008-06-12 | 2008-06-12 | Segment beam terminal mould plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201236315Y true CN201236315Y (en) | 2009-05-13 |
Family
ID=40649053
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200490941U Expired - Lifetime CN201236315Y (en) | 2008-06-12 | 2008-06-12 | Segment beam terminal mould plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201236315Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111645170A (en) * | 2020-04-28 | 2020-09-11 | 中铁十六局集团第四工程有限公司 | Segmental beam end template |
| CN112391933A (en) * | 2020-10-30 | 2021-02-23 | 山东高速城投绕城高速公路有限公司 | Hybrid beam box girder bridge longitudinally spliced by shear keys and construction method |
| CN112482247A (en) * | 2020-11-21 | 2021-03-12 | 江苏永联精筑建设集团有限公司 | End template for cantilever beam hanging basket construction and cantilever beam hanging basket pouring construction method |
-
2008
- 2008-06-12 CN CNU2008200490941U patent/CN201236315Y/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111645170A (en) * | 2020-04-28 | 2020-09-11 | 中铁十六局集团第四工程有限公司 | Segmental beam end template |
| CN112391933A (en) * | 2020-10-30 | 2021-02-23 | 山东高速城投绕城高速公路有限公司 | Hybrid beam box girder bridge longitudinally spliced by shear keys and construction method |
| CN112482247A (en) * | 2020-11-21 | 2021-03-12 | 江苏永联精筑建设集团有限公司 | End template for cantilever beam hanging basket construction and cantilever beam hanging basket pouring construction method |
| CN112482247B (en) * | 2020-11-21 | 2022-06-21 | 江苏永联精筑建设集团有限公司 | End template for cantilever beam hanging basket construction and cantilever beam hanging basket pouring construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: GUANGZHOU JISHI CONSTRUCTION GROUP CO., LTD. Free format text: FORMER NAME: GUANGZHOU BUILDING MACHINERY CONSTRUCTION CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 510000, No. two, No. 28, South Embankment, Yuexiu District, Guangdong, Guangzhou Patentee after: Guangzhou Machine Facilities Construction Group Co.,Ltd. Address before: 510000, No. two, No. 28, South Embankment, Yuexiu District, Guangdong, Guangzhou Patentee before: Guangzhou Municipal Construction Mechanization Co., Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20090513 |
|
| CX01 | Expiry of patent term |