CN201843336U - Pipeline through pore concrete-pouring template for pipeline installation and construction - Google Patents
Pipeline through pore concrete-pouring template for pipeline installation and construction Download PDFInfo
- Publication number
- CN201843336U CN201843336U CN2010205749983U CN201020574998U CN201843336U CN 201843336 U CN201843336 U CN 201843336U CN 2010205749983 U CN2010205749983 U CN 2010205749983U CN 201020574998 U CN201020574998 U CN 201020574998U CN 201843336 U CN201843336 U CN 201843336U
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- template
- cylindrical shell
- pipeline
- semicircle cylindrical
- semicircle
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Abstract
The utility model discloses a pipeline through pore concrete-pouring template for pipeline installation and construction. In the improved structure, the template comprises a positioning cylinder and a template fixed at the top of the positioning cylinder, the plane of the positioning cylinder is arranged perpendicular to the axial line of the positioning cylinder, and a ribbed slab is arranged between the outer wall of the positioning cylinder and the bottom surface of the template. The utility model has the advantages that concrete pouring and filling can be carried out when the template is fixed below a pipeline through pore by a fastening bolt during installation, the construction efficiency is greatly improved, and the time cost and labor cost are reduced.
Description
Technical field
The utility model has related to the typified form that uses in a kind of concrete pouring construction, particularly use in a kind of piping erection construction cross pore concrete casting building mould.
Background technology
In the construction of tradition housing, reserve in whole housing construction concreting process in the piping erection hole, treat to carry out piping erection again after overall structure concreting is finished, piping erection finish and locate after need to block gap between pipeline outer wall and the preformed hole with concrete, existing construction technology is earlier plank to be sawn into the template that symmetrical middle part is provided with the diameter hole identical with outer diameter tube, and then template is fixed on the below of preformed hole, the template end face withstands the bottom surface of preformed hole place layer of concrete, build again at last, the efficient of this job practices is low, and fixed form is taken a lot of work, time-consuming, short application life with the template that plank is sawn into, turnover property is relatively poor.
The utility model content
Technical problem to be solved in the utility model provides a kind of use of having enough to meet the need, and that can improve pore concreting efficient crosses pore concrete casting building mould.
For solving the problems of the technologies described above, the technical scheme that the utility model adopted is: the building mould of pore concrete casting excessively that uses in a kind of piping erection construction, its key improvements is: comprise the location cylindrical shell and be fixedly mounted on the template of locating the cylindrical shell top, stencil plane and positioning tube body axis are perpendicular, between location cylinder body outer wall and the template bottom surface floor are set;
Described location cylindrical shell comprises two semicircle cylindrical shells, and template is made of semi-annular shape template and right angle template, and the semi-annular shape template inner ring diameter that the first semicircle cylindrical shell top fixedly installs is identical with the first semicircle cylinder internal diameter; The diameter of the half round cut that the inboard of the right angle template that the second semicircle cylindrical shell top fixedly installs is provided with equals the internal diameter of the second semicircle cylindrical shell, the equal in length of two orthogonal outer side edges of right angle template; Between the floor on the described first semicircle cylindrical shell and the second semicircle cylindrical shell plane of symmetry fastening bolt is set.
Adopt the beneficial effect that technique scheme produced to be: the template long service life that fixedly installs planform, turnover property is better, and can select the template of different size according to different tube diameters, the location cylinder internal diameter of template equals outer diameter tube, below being fixed on template pore, the time standby fastening bolt of installing to begin concreting, improve efficiency of construction greatly, reduce time cost; Because general pipeline all is arranged on the corner, the template outer side edges of a side is provided with rectangular, when installing, can directly template be stuck in the corner, convenient construction reduces labour intensity.
Description of drawings
Fig. 1 is the utility model user mode schematic diagram;
Fig. 2 is the utility model upward view;
Fig. 3 is the utility model front view;
Fig. 4 is the utility model left view;
Fig. 5 is the utility model vertical view;
Fig. 6 is the utility model three-dimensional structure diagram;
1, pipeline; 2, fill concrete; 3, first pouring concrete; 4, template; 4-1, the first semicircle cylindrical shell; 4-2, semi-annular shape template; 4-3, right angle template; 4-4, the second semicircle cylindrical shell;
Further the utility model is described in detail below in conjunction with accompanying drawing.
The specific embodiment
For making above-mentioned purpose of the present utility model, feature and beneficial effect can become apparent more, below in conjunction with the drawings and specific embodiments among the utility model embodiment, the technical scheme among the utility model embodiment are clearly and completely described.
As the building mould of pore concrete casting excessively that uses in Fig. 2 a kind of piping erection construction extremely shown in Figure 5, its key improvements is: comprise the location cylindrical shell and be fixedly mounted on the template 4 of locating the cylindrical shell top, template 4 planes and positioning tube body axis are perpendicular, between location cylinder body outer wall and template 4 bottom surfaces deep floor are set; Described location cylindrical shell is made of two semicircle cylindrical shells of symmetry, and template is made of semi-annular shape template 4-2 and right angle template 4-3, and the semi-annular shape template 4-2 inner ring diameter that the first semicircle cylindrical shell 4-1 top fixedly installs is identical with the first semicircle cylindrical shell 4-1 internal diameter; The diameter of the half round cut that the inboard of the right angle template 4-3 that the second semicircle cylindrical shell 4-4 top fixedly installs is provided with equals the internal diameter of the second semicircle cylindrical shell 4-4, the equal in length of two orthogonal outer side edges of right angle template 4-3; Between the floor on the described first semicircle cylindrical shell 4-1 and the second semicircle cylindrical shell 4-4 plane of symmetry fastening bolt is set.Formwork integral can adopt plastics or metal material processing to become the template of typing sizing, and it is used as the turnover material, not only improves efficiency of construction, input and material cost that can also labor savings.
That uses in a kind of piping erection construction as described in Figure 1 crosses pore concrete casting building mould when in use, at first template was fixedly mounted on pore formerly pouring concrete layer 3 under, the internal diameter of the location cylindrical shell of selected template equals the outer diameter of pipeline 1, outer side edges is that the template of rectangular shaped is installed in the inboard, corner, build fill concrete 2 then, just dismountable template after the band concrete setting is arrived to a certain degree realized pore concreting.
Claims (1)
1. the building mould of pore concrete casting excessively of use during a piping erection is constructed, it is characterized in that: comprise the location cylindrical shell and be fixedly mounted on the template of locating the cylindrical shell top, stencil plane and positioning tube body axis are perpendicular, between location cylinder body outer wall and the template bottom surface floor are set;
Described location cylindrical shell comprises two semicircle cylindrical shells, template is made of semi-annular shape template (4-2) and right angle template (4-3), and semi-annular shape template (4-2) inner ring diameter that first semicircle cylindrical shell (4-1) top fixedly installs is identical with first semicircle cylindrical shell (4-1) internal diameter; The diameter of the half round cut that the inboard of the right angle template (4-3) that second semicircle cylindrical shell (4-4) top fixedly installs is provided with equals the internal diameter of the second semicircle cylindrical shell (4-4), the equal in length of two orthogonal outer side edges of right angle template (4-3); Between the floor on the described first semicircle cylindrical shell (4-1) and second semicircle cylindrical shell (4-4) plane of symmetry fastening bolt is set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205749983U CN201843336U (en) | 2010-10-25 | 2010-10-25 | Pipeline through pore concrete-pouring template for pipeline installation and construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205749983U CN201843336U (en) | 2010-10-25 | 2010-10-25 | Pipeline through pore concrete-pouring template for pipeline installation and construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201843336U true CN201843336U (en) | 2011-05-25 |
Family
ID=44038229
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205749983U Expired - Fee Related CN201843336U (en) | 2010-10-25 | 2010-10-25 | Pipeline through pore concrete-pouring template for pipeline installation and construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201843336U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102817472A (en) * | 2012-08-17 | 2012-12-12 | 中国十七冶集团有限公司 | Shoring moldboard for preventing edge of pipeline from seeping |
| CN104500851A (en) * | 2014-09-29 | 2015-04-08 | 史春丰 | Waterproof and leaking-stoppage device and waterproof and leaking-stoppage method employing same |
| CN109537881A (en) * | 2018-11-23 | 2019-03-29 | 宁波市建筑设计研究院有限公司 | A kind of mold method of floor slab back casting band and its template used |
-
2010
- 2010-10-25 CN CN2010205749983U patent/CN201843336U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102817472A (en) * | 2012-08-17 | 2012-12-12 | 中国十七冶集团有限公司 | Shoring moldboard for preventing edge of pipeline from seeping |
| CN104500851A (en) * | 2014-09-29 | 2015-04-08 | 史春丰 | Waterproof and leaking-stoppage device and waterproof and leaking-stoppage method employing same |
| CN109537881A (en) * | 2018-11-23 | 2019-03-29 | 宁波市建筑设计研究院有限公司 | A kind of mold method of floor slab back casting band and its template used |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110525 Termination date: 20131025 |