CN204282225U - For the length of side rapid adjustment template of unidirectional closing slope rectangular pier construction - Google Patents
For the length of side rapid adjustment template of unidirectional closing slope rectangular pier construction Download PDFInfo
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- CN204282225U CN204282225U CN201420749812.1U CN201420749812U CN204282225U CN 204282225 U CN204282225 U CN 204282225U CN 201420749812 U CN201420749812 U CN 201420749812U CN 204282225 U CN204282225 U CN 204282225U
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Abstract
A kind of length of side rapid adjustment template for unidirectional closing slope rectangular pier construction, comprise traveling formwork and fixed form, two pieces of described traveling formworks are arranged on the bridge pier forming rectangle between two pieces of described fixed forms and build unit, described fixed form is fixedly connected with the connecting bolt in flange hole by being arranged on described elongated hole with described traveling formwork, makes described connecting bolt and elongated hole form guiding movement mechanism thus regulate the distance described in two between traveling formwork.This device can realize the change of template sectional dimension fast without the need to changing adjustment template, substantially increase the service efficiency of template, reduce the labour intensity of constructor, add the safety factor of construction.
Description
Technical field
The utility model relates to a kind of length of side rapid adjustment template for unidirectional closing slope rectangular pier construction.
Background technology
Unidirectional closing slope rectangular pier is the conventional a kind of pier shaft form in mountain area that landform is more complicated, and pier height is higher, and pier shaft cross section generally adopts direction across bridge fixed dimension, along bridge to arranging certain slope.The template of unidirectional closing slope rectangular pier construction often adopts changes the change that adjustment template realizes pier shaft size, each sections is built, all need the adjustment template manually changing closing slope face, along with factor impacts such as the development of construction technology, the increases of cost of labor, this conventional art can not meet the needs of practice of construction, and more fast, easy form of construction work is incorporated in the construction of unidirectional closing slope rectangular pier will be needed for trend.The construction of employing length of side rapid adjustment template system replacement conventional template is that the one of advanced construction method embodies.Save manual operation man-hour and reduce labor strength, length of side rapid adjustment template system, by the length of the flanged plate energy quick adjustment template on fixed form, meets the requirement of pier shaft sectional dimension change, and is convenient to dismounting.
Utility model content
The utility model overcomes the deficiencies in the prior art and provides a kind of change that can realize template sectional dimension without the need to changing adjustment template fast, substantially increase the service efficiency of template, reduce the labour intensity of constructor, add the length of side rapid adjustment template for unidirectional closing slope rectangular pier construction of the safety factor of construction.
A kind of length of side rapid adjustment template for unidirectional closing slope rectangular pier construction, comprise traveling formwork and fixed form, two pieces of described traveling formworks are arranged on the bridge pier forming rectangle between two pieces of described fixed forms and build unit, the both sides of described traveling formwork are connected with described fixed form by the flanged plate being arranged on traveling formwork both sides, described flanged plate is provided with multiple elongated hole along the length direction of flanged plate is evenly arranged, the width of described elongated hole and described flanged plate matches, described fixed form and described traveling formwork junction are provided with the flange hole that multiple and described elongated hole position matches, described fixed form is fixedly connected with the connecting bolt in flange hole by being arranged on described elongated hole with described traveling formwork, described connecting bolt and elongated hole is made to form guiding movement mechanism thus regulate the distance described in two between traveling formwork.
Described fixed form is provided with reinforced steel, after described traveling formwork and described fixed form are installed, is fixed between relative described fixed form by the second pull bar installed between reinforced steel.
Owing to adopting said structure, traveling formwork of the present utility model and fixed form are big-size formwork, when cell size is built in adjustment, the change of template sectional dimension can be realized fast without the need to changing adjustment template, substantially increase the service efficiency of template, reduce the labour intensity of constructor, add the safety factor of construction, by the elongated hole that traveling formwork flanged plate is arranged, the distance between two traveling formworks can be regulated under the prerequisite of not tearing connecting bolt open, realize the change of template sectional dimension, described second pull bar can move in the middle of free flange plate, the adjustment of template sectional dimension can not be hindered.
Accompanying drawing explanation
Fig. 1 (a) is traveling formwork front view of the present utility model.
Fig. 1 (b) is traveling formwork left view of the present utility model.
Fig. 1 (c) is traveling formwork top view of the present utility model.
Fig. 2 (a) is fixed form front view of the present utility model.
Fig. 2 (b) is fixed form left view of the present utility model.
Fig. 2 (c) is fixed form top view of the present utility model.
Fig. 3 is the initial assembled schematic diagram of traveling formwork of the present utility model and fixed form.
Fig. 4 is the assembled schematic diagram of pier shaft dimension modifying rear pattern plate of the present utility model.
Detailed description of the invention
Below in conjunction with accompanying drawing, embodiment of the present utility model is further described.
As shown in Fig. 1 (a) to 4, a kind of length of side rapid adjustment template for unidirectional closing slope rectangular pier construction, comprise traveling formwork 1 and fixed form 2, two pieces of described traveling formworks 1 are arranged on the bridge pier forming rectangle between two pieces of described fixed forms 2 and build unit, when building bridge pier, filling concrete is built in unit to bridge pier, utilize traveling formwork and fixed form to complete bridge pier from the bottom up to build, the both sides of described traveling formwork 1 are connected with described fixed form by the flanged plate being arranged on traveling formwork 1 both sides, described flanged plate is provided with multiple elongated hole 4 along the length direction of flanged plate is evenly arranged, the length of described elongated hole 4 and the width of described flanged plate match, described fixed form 2 and described traveling formwork 1 junction are provided with the flange hole 8 that multiple and described elongated hole position matches, described fixed form is fixedly connected with the connecting bolt 7 in flange hole 8 by being arranged on described elongated hole 4 with described traveling formwork, described connecting bolt and elongated hole is made to form guiding movement mechanism thus regulate the distance described in two between traveling formwork.
When the utility model uses, two pieces of traveling formworks 1 and two pieces of fixed forms 2 form a bridge pier and build unit, build in unit at bridge pier and lay internal mold, traveling formwork 1 and be linked to be an entirety by the first pull bar 5 and connecting bolt 7 between fixed form 2 and internal mold, two pieces of fixed forms 2 are connected into entirety by the second pull bar 6, traveling formwork 1 and fixed form 2 size of this template system are fixed, flanged plate 3 is arranged on traveling formwork 1, flange hole 8 is arranged on fixed form 2, and arrange some elongated holes 4 at flanged plate 3, connecting bolt 7 can be free to slide at elongated hole 4.Unidirectional closing slope rectangle pier is built after sections completes, this template system needs to convert the construction that sectional dimension could meet next sections, in sectional dimension change procedure, first remove the first pull bar 5, unscrew the second pull bar 6 and template system connecting bolt 7, two pieces of traveling formworks 1 are moved a certain distance toward rectangle pier center line, after dimension survey is qualified, put on the first pull bar 5, tighten the second pull bar 6 and connecting bolt 7, it is an entirety that traveling formwork 1 is connected with fixed form 2, thus template quick-adjustsing requirement when realizing the construction of unidirectional closing slope rectangular pier.
Claims (2)
1. the length of side rapid adjustment template for unidirectional closing slope rectangular pier construction, comprise traveling formwork and fixed form, it is characterized in that: two pieces of described traveling formworks are arranged on the bridge pier forming rectangle between two pieces of described fixed forms and build unit, the both sides of described traveling formwork are connected with described fixed form by the flanged plate being arranged on traveling formwork both sides, described flanged plate is provided with multiple elongated hole along the length direction of flanged plate is evenly arranged, the width of described elongated hole and described flanged plate matches, described fixed form and described traveling formwork junction are provided with the flange hole that multiple and described elongated hole position matches, described fixed form is fixedly connected with the connecting bolt in flange hole by being arranged on described elongated hole with described traveling formwork, described connecting bolt and elongated hole is made to form guiding movement mechanism thus regulate the distance described in two between traveling formwork.
2. the length of side rapid adjustment template for unidirectional closing slope rectangular pier construction according to claim 1, it is characterized in that: described fixed form is provided with reinforced steel, after described traveling formwork and described fixed form are installed, fixed by the second pull bar installed between reinforced steel between relative described fixed form.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420749812.1U CN204282225U (en) | 2014-12-03 | 2014-12-03 | For the length of side rapid adjustment template of unidirectional closing slope rectangular pier construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420749812.1U CN204282225U (en) | 2014-12-03 | 2014-12-03 | For the length of side rapid adjustment template of unidirectional closing slope rectangular pier construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204282225U true CN204282225U (en) | 2015-04-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201420749812.1U Active CN204282225U (en) | 2014-12-03 | 2014-12-03 | For the length of side rapid adjustment template of unidirectional closing slope rectangular pier construction |
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| CN (1) | CN204282225U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178198A (en) * | 2015-10-06 | 2015-12-23 | 中交第四公路工程局有限公司 | Adjustable formwork for variable cross-section high pier of bridge |
| CN105672121A (en) * | 2016-03-28 | 2016-06-15 | 中国水利水电第五工程局有限公司 | Supporting device of bridge pier with variable section |
| CN105839545A (en) * | 2016-05-16 | 2016-08-10 | 中铁十六局集团第五工程有限公司 | One-way variable-cross-section adjustable turnover formwork and construction method thereof |
| CN111550268A (en) * | 2020-05-27 | 2020-08-18 | 李军 | Self-propelled bridge main body for inverted arch trestle trolley |
-
2014
- 2014-12-03 CN CN201420749812.1U patent/CN204282225U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178198A (en) * | 2015-10-06 | 2015-12-23 | 中交第四公路工程局有限公司 | Adjustable formwork for variable cross-section high pier of bridge |
| CN105672121A (en) * | 2016-03-28 | 2016-06-15 | 中国水利水电第五工程局有限公司 | Supporting device of bridge pier with variable section |
| CN105672121B (en) * | 2016-03-28 | 2018-01-26 | 中国水利水电第五工程局有限公司 | A kind of support meanss of tapered pier |
| CN105839545A (en) * | 2016-05-16 | 2016-08-10 | 中铁十六局集团第五工程有限公司 | One-way variable-cross-section adjustable turnover formwork and construction method thereof |
| CN111550268A (en) * | 2020-05-27 | 2020-08-18 | 李军 | Self-propelled bridge main body for inverted arch trestle trolley |
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| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: No. 85, Liyuan Road, Hecheng District, Huaihua City, Hunan Province 410100 Patentee after: Hunan Wuxin Intelligent Technology Co.,Ltd. Address before: No. 85, Liyuan Road, Hecheng District, Huaihua City, Hunan Province 410100 Patentee before: Hunan China Railway Wuxin Steel Mould Co.,Ltd. |