CN204151686U - A kind of deceleration type tumbling barrel for filling concrete - Google Patents
A kind of deceleration type tumbling barrel for filling concrete Download PDFInfo
- Publication number
- CN204151686U CN204151686U CN201420557124.5U CN201420557124U CN204151686U CN 204151686 U CN204151686 U CN 204151686U CN 201420557124 U CN201420557124 U CN 201420557124U CN 204151686 U CN204151686 U CN 204151686U
- Authority
- CN
- China
- Prior art keywords
- deceleration
- pipeline
- plate
- connecting plate
- pipe
- 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 - Lifetime
Links
Landscapes
- Revetment (AREA)
Abstract
本实用新型公开了一种用于混凝土灌注的减速型串筒,涉及混凝土灌注领域,该串筒包括若干顺次连接的串筒节段,每个串筒节段均包括管道、第一连接板和第二连接板,所述第一连接板与管道的顶部固定连接,第二连接板与管道的底部固定连接,所述管道的内壁上部设置有第一减速板,管道的内壁下部设置有用于与第一减速板配合使用的第二减速板,第一减速板与管道纵截面之间的夹角为30°~45°,第二减速板与管道纵截面之间的夹角为30°~45°。本实用新型中的第一减速板和第二减速板能够降低混凝土在竖直方向的速度,减少混凝土的离析,提高灌注混凝土的质量;串筒节段的体积较小,运输比较方便。
The utility model discloses a deceleration-type string cylinder for concrete pouring, which relates to the field of concrete pouring. The string cylinder includes several string string segments connected in sequence, and each string string segment includes a pipe and a first connecting plate and the second connecting plate, the first connecting plate is fixedly connected to the top of the pipeline, the second connecting plate is fixedly connected to the bottom of the pipeline, the upper part of the inner wall of the pipeline is provided with a first deceleration plate, and the lower part of the inner wall of the pipeline is provided with a For the second speed brake used in conjunction with the first speed brake, the angle between the first speed brake and the longitudinal section of the pipe is 30°-45°, and the angle between the second speed brake and the longitudinal section of the pipe is 30°- 45°. The first deceleration plate and the second deceleration plate in the utility model can reduce the speed of concrete in the vertical direction, reduce the segregation of concrete, and improve the quality of poured concrete; the volume of the stringing tube section is small, and the transportation is more convenient.
Description
技术领域technical field
本实用新型涉及混凝土施工领域,具体涉及一种用于混凝土灌注的减速型串筒。The utility model relates to the field of concrete construction, in particular to a decelerating string cylinder used for pouring concrete.
背景技术Background technique
现有的桥梁结构高墩混凝土施工中,通常采用串筒作为垂直输送混凝土的导向设备,串筒包括若干采用聚苯乙烯材料制成的管道,若干管道顺次连接,混凝土在串筒内,能够沿串筒的内壁滑落至串筒底部。In the existing concrete construction of high piers in bridge structures, stringers are usually used as guiding equipment for vertically conveying concrete. The stringers include several pipes made of polystyrene materials, and several pipes are connected in sequence. The concrete is inside the stringer, which can Slide along the inside wall of the skewer to the bottom of the skewer.
现有的串筒在使用时,存在以下缺陷:混凝土在串筒的内壁滑落过程中,竖直方向的速度较大,容易发生离析,致使滑落至串筒底部的混凝土质量较差。When the existing stringers are in use, there are the following defects: when the concrete slides down the inner wall of the stringer, the speed in the vertical direction is relatively high, and segregation is prone to occur, resulting in poor quality of the concrete that falls to the bottom of the stringer.
实用新型内容Utility model content
针对现有技术中存在的缺陷,本实用新型的目的在于提供一种用于混凝土灌注的减速型串筒,能够有效减少混凝土的离析,提高灌注混凝土的质量。Aiming at the defects existing in the prior art, the purpose of this utility model is to provide a decelerating stringer for concrete pouring, which can effectively reduce concrete segregation and improve the quality of poured concrete.
为达到以上目的,本实用新型采取的技术方案是:一种用于混凝土灌注的减速型串筒,包括若干顺次连接的串筒节段,每个串筒节段均包括管道、第一连接板和第二连接板,所述第一连接板与管道的顶部固定连接,第二连接板与管道的底部固定连接,其特征在于:所述管道的内壁上部设置有第一减速板,管道的内壁下部设置有用于与第一减速板配合使用的第二减速板,第一减速板与管道纵截面之间的夹角为30°~45°,第二减速板与管道纵截面之间的夹角为30°~45°。In order to achieve the above purpose, the technical solution adopted by the utility model is: a deceleration-type stringing tube for concrete pouring, including a number of stringing tube segments connected in sequence, each stringing tube segment includes a pipe, a first connection plate and a second connecting plate, the first connecting plate is fixedly connected to the top of the pipeline, and the second connecting plate is fixedly connected to the bottom of the pipeline. The lower part of the inner wall is provided with a second speed brake for use in conjunction with the first speed brake. The angle between the first speed brake and the longitudinal section of the pipe is 30°-45°, and the angle between the second speed brake and the longitudinal section of the pipe is The angle is 30°~45°.
在上述技术方案的基础上,所述管道的侧壁开有用于安装第一减速板的第一安装孔,第一安装孔与第一连接板的距离为管道长度的1/4。On the basis of the above technical solution, the side wall of the pipeline is provided with a first installation hole for installing the first deceleration plate, and the distance between the first installation hole and the first connecting plate is 1/4 of the length of the pipeline.
在上述技术方案的基础上,所述管道的侧壁开有用于安装第二减速板的第二安装孔,第二安装孔与第二连接板的距离为管道长度的1/4。On the basis of the above technical solution, the side wall of the pipeline is provided with a second mounting hole for mounting the second deceleration plate, and the distance between the second mounting hole and the second connecting plate is 1/4 of the length of the pipeline.
在上述技术方案的基础上,所述管道内壁的上部固定有一块用于与第一减速板配合的第一加强肋,第一减速板通过第一加强肋与管道连接;管道内壁的下部固定有一块用于与第二减速板配合的第二加强肋,第二减速板通过第二加强肋与管道连接。On the basis of the above technical solution, the upper part of the inner wall of the pipeline is fixed with a first reinforcing rib for cooperating with the first deceleration plate, and the first deceleration plate is connected with the pipeline through the first reinforcing rib; the lower part of the inner wall of the pipeline is fixed with A second reinforcing rib for cooperating with the second speed brake, and the second speed brake is connected with the pipeline through the second reinforcing rib.
在上述技术方案的基础上,所述管道的顶部外侧设置有用于固定第一连接板的第一加强板,管道的底部外侧设置有用于固定第二连接板的第二加强板。On the basis of the above technical solution, the top outside of the pipe is provided with a first reinforcing plate for fixing the first connecting plate, and the bottom outside of the pipe is provided with a second reinforcing plate for fixing the second connecting plate.
在上述技术方案的基础上,所述第一连接板、第二连接板均开有若干连接孔。On the basis of the above technical solution, the first connecting plate and the second connecting plate both have a plurality of connecting holes.
在上述技术方案的基础上,所述第一连接板、第二连接板的横截面均呈圆环形。On the basis of the above technical solution, the cross-sections of the first connecting plate and the second connecting plate are circular.
在上述技术方案的基础上,所述管道的长度为100~600cm。On the basis of the above technical solution, the length of the pipeline is 100-600 cm.
在上述技术方案的基础上,所述管道的内径为30~70cm。On the basis of the above technical solution, the inner diameter of the pipeline is 30-70 cm.
在上述技术方案的基础上,所述管道的内径为50cm。On the basis of the above technical solution, the inner diameter of the pipeline is 50cm.
与现有技术相比,本实用新型的优点在于:Compared with the prior art, the utility model has the advantages of:
(1)本实用新型中用于混凝土灌注的减速型串筒,包括设置于管道内壁的第一减速板和第二减速板,第一减速板与管道纵截面之间的夹角为30°~45°,第二减速板与管道纵截面之间的夹角为30°~45°。混凝土落入管道的内部后,先与第一减速板发生碰撞,混凝土在竖直方向的速度减小,然后沿第一减速板的倾斜方向落下,再与第二减速板发生碰撞,其在竖直方向的速度再次减小,并沿第二减速板的倾斜方向落入下一个串筒内,与现有技术中混凝土直接下落,竖直方向的速度较大,混凝土容易发生离析相比,本实用新型在使用时,能够有效减少混凝土的离析,提高灌注混凝土的质量。(1) The deceleration type string tube used for concrete pouring in the utility model includes a first deceleration plate and a second deceleration plate arranged on the inner wall of the pipeline, and the angle between the first deceleration plate and the longitudinal section of the pipeline is 30°~ 45°, the angle between the second speed brake and the longitudinal section of the pipeline is 30°-45°. After the concrete falls into the pipe, it first collides with the first deceleration plate, the speed of the concrete decreases in the vertical direction, then falls along the inclined direction of the first deceleration plate, and then collides with the second deceleration plate. The speed in the vertical direction decreases again, and falls into the next string tube along the inclined direction of the second deceleration plate. Compared with the prior art where the concrete falls directly, the speed in the vertical direction is relatively high, and the concrete is prone to segregation, this When the utility model is in use, it can effectively reduce the segregation of concrete and improve the quality of poured concrete.
(2)本实用新型中用于混凝土灌注的减速型串筒,包括若干顺次连接的串筒节段,串筒节段之间通过第一连接板和第二连接板连接,每次混凝土灌注完成后,能够将串筒拆卸后再进行转移,拆卸后的串筒为若干串筒节段,串筒节段的体积较小,运输比较方便。(2) The deceleration-type string tube used for concrete pouring in the utility model includes a number of string tube segments connected in sequence, and the string tube segments are connected by the first connecting plate and the second connecting plate. After the completion, the skewer can be disassembled and then transferred. The disassembled skewer is divided into several skewer segments. The volume of the skewer segments is small and the transportation is more convenient.
附图说明Description of drawings
图1为本实用新型实施例中用于混凝土灌注的减速型串筒的结构示意图;Fig. 1 is the structural schematic diagram of the deceleration type string cylinder that is used for concrete pouring in the utility model embodiment;
图2为图1沿A-A方向的剖视图。Fig. 2 is a sectional view along the direction A-A of Fig. 1 .
图中:1-第一减速板,2-第一加强肋,3-第二加强板,4-第一连接板,5-第一加强板,6-管道,7-第二减速板,8-第二连接板,9-第二加强肋。In the figure: 1-the first speed brake, 2-the first reinforcing rib, 3-the second strengthening plate, 4-the first connecting plate, 5-the first strengthening plate, 6-pipeline, 7-the second speed reducing plate, 8 - second connecting plate, 9 - second reinforcing rib.
具体实施方式Detailed ways
以下结合附图对本实用新型的实施例作进一步详细说明。Embodiments of the utility model will be described in further detail below in conjunction with the accompanying drawings.
参见图1所示,本实用新型实施例提供一种用于混凝土灌注的减速型串筒,包括若干顺次连接的串筒节段,每个串筒节段均包括管道6、第一连接板4和第二连接板8,第一连接板4与管道6的顶部固定连接,第二连接板8与管道6的底部固定连接。管道6的长度为100~600cm,优选为400cm;管道6的内径为30~70cm,优选为50cm。Referring to Fig. 1, the embodiment of the present utility model provides a deceleration-type stringer for concrete pouring, which includes a number of sequentially connected stringer segments, and each stringer segment includes a pipe 6, a first connecting plate 4 and the second connecting plate 8, the first connecting plate 4 is fixedly connected to the top of the pipeline 6, and the second connecting plate 8 is fixedly connected to the bottom of the pipeline 6. The length of the pipe 6 is 100-600 cm, preferably 400 cm; the inner diameter of the pipe 6 is 30-70 cm, preferably 50 cm.
管道6的外侧顶部设置有用于固定第一连接板4的第一加强板5,管道6的外侧底部设置有用于固定第二连接板8的第二加强板3。The outer top of the pipe 6 is provided with a first reinforcing plate 5 for fixing the first connecting plate 4 , and the outer bottom of the pipe 6 is provided with a second reinforcing plate 3 for fixing the second connecting plate 8 .
参见图2所示,第一连接板4、第二连接板8均开有若干连接孔,第一连接板4、第二连接板8的横截面均呈圆环形。Referring to Fig. 2, the first connecting plate 4 and the second connecting plate 8 both have a plurality of connecting holes, and the cross-sections of the first connecting plate 4 and the second connecting plate 8 are circular.
管道6的内壁上部设置有第一减速板1,管道6的内壁下部设置有用于与第一减速板1配合使用的第二减速板7,第一减速板1与管道6纵截面之间的夹角为30°~45°,优选为45°;第二减速板7与管道6纵截面之间的夹角为30°~45°,优选为45°。The upper part of the inner wall of the pipeline 6 is provided with a first deceleration plate 1, and the lower part of the inner wall of the pipeline 6 is provided with a second deceleration plate 7 for cooperating with the first deceleration plate 1. The clip between the first deceleration plate 1 and the longitudinal section of the pipeline 6 The angle is 30°-45°, preferably 45°; the angle between the second speed brake 7 and the longitudinal section of the pipe 6 is 30°-45°, preferably 45°.
管道6的内壁上部设置有用于与第一减速板1配合使用的第一加强肋2,第一减速板1通过第一加强肋与管道6连接;管道6的内壁下部设置有用于与第二减速板7使用的第二加强肋9,第二减速板7通过第二加强肋9与管道6连接。The upper part of the inner wall of the pipeline 6 is provided with a first reinforcing rib 2 for cooperating with the first deceleration plate 1, and the first deceleration plate 1 is connected with the pipeline 6 through the first reinforcing rib; The second reinforcing rib 9 used by the plate 7 is connected to the pipeline 6 through the second reinforcing rib 9 .
管道6的侧壁开有用于安装第一减速板1的第一安装孔和用于安装第二减速板7的第二安装孔,第一安装孔与管道6顶端之间的距离为管道6长度的1/4,第二安装孔与管道6底端之间的距离为管道6长度的1/4。The side wall of the pipeline 6 is provided with a first installation hole for installing the first speed brake 1 and a second installation hole for installing the second speed brake 7, and the distance between the first installation hole and the top end of the pipeline 6 is the length of the pipeline 6 1/4 of the distance between the second installation hole and the bottom end of the pipeline 6 is 1/4 of the length of the pipeline 6 .
本实用新型实施例用于混凝土灌注的减速型串筒的制作方法如下:The manufacturing method of the deceleration type string tube used for concrete pouring in the embodiment of the utility model is as follows:
S1:根据施工需要,确定管道6的长度和直径,在管道6的内部开设第一安装孔和第二安装孔。S1: Determine the length and diameter of the pipeline 6 according to construction requirements, and open a first installation hole and a second installation hole inside the pipeline 6 .
S2:在第一安装孔内、按照与管道6内壁之间的角度为30°~45°安装第一减速板1;在第二安装孔内、按照与管道6内壁之间的角度为30°~45°安装第二减速板7。S2: Install the first deceleration plate 1 in the first installation hole at an angle of 30° to 45° with the inner wall of the pipeline 6; in the second installation hole at an angle of 30° with the inner wall of the pipeline 6 ~ 45° to install the second speed brake 7 .
S3:在管道6的顶端安装开有连接孔的第一连接板4,在管道6的底端安装开有连接孔的第二连接板8。S3: installing the first connecting plate 4 with connection holes on the top of the pipeline 6, and installing the second connection plate 8 with connection holes on the bottom of the pipeline 6.
S4:在管道6的外侧壁安装第一加强板5、第二加强板3、第一加强肋2和第二加强肋9,得到一个串筒节段。S4: Install the first reinforcing plate 5, the second reinforcing plate 3, the first reinforcing rib 2 and the second reinforcing rib 9 on the outer wall of the pipe 6 to obtain a stringing tube segment.
S5:重复执行步骤S1~S4,得到若干串筒节段。S5: Steps S1-S4 are repeatedly executed to obtain a number of barrel segments.
S6:采用螺栓将若干串筒节段逐段连接,得到用于混凝土灌注的减速型串筒。S6: Use bolts to connect several stringer segments one by one to obtain a decelerating stringer for concrete pouring.
本实用新型不仅局限于上述最佳实施方式,任何人在本实用新型的启示下都可得出其他各种形式的产品,但不论在其形状或结构上作任何变化,凡是具有与本实用新型相同或相近似的技术方案,均在其保护范围之内。The utility model is not only limited to the above-mentioned best implementation mode, anyone can draw other various forms of products under the enlightenment of the utility model, but no matter make any changes in its shape or structure, anyone who has the same features as the utility model The same or similar technical solutions are all within the scope of protection.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420557124.5U CN204151686U (en) | 2014-09-25 | 2014-09-25 | A kind of deceleration type tumbling barrel for filling concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420557124.5U CN204151686U (en) | 2014-09-25 | 2014-09-25 | A kind of deceleration type tumbling barrel for filling concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204151686U true CN204151686U (en) | 2015-02-11 |
Family
ID=52509814
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420557124.5U Expired - Lifetime CN204151686U (en) | 2014-09-25 | 2014-09-25 | A kind of deceleration type tumbling barrel for filling concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204151686U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060322A (en) * | 2017-04-15 | 2017-08-18 | 浙江兴远建设有限公司 | Concreting die carrier structure |
| CN108203921A (en) * | 2018-01-26 | 2018-06-26 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Suitable for the steel-concrete mixing girder construction and design method of self-compacting concrete cast |
| CN112096080A (en) * | 2020-09-12 | 2020-12-18 | 徐州易尚饰家装饰工程有限责任公司 | Building construction concrete fills uses cluster section of thick bamboo structure |
| CN117344972A (en) * | 2023-11-09 | 2024-01-05 | 中国建筑第二工程局有限公司 | A concrete pouring device for composite insulation-free formwork construction |
-
2014
- 2014-09-25 CN CN201420557124.5U patent/CN204151686U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060322A (en) * | 2017-04-15 | 2017-08-18 | 浙江兴远建设有限公司 | Concreting die carrier structure |
| CN108203921A (en) * | 2018-01-26 | 2018-06-26 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Suitable for the steel-concrete mixing girder construction and design method of self-compacting concrete cast |
| CN108203921B (en) * | 2018-01-26 | 2023-10-13 | 四川公路桥梁建设集团有限公司大桥工程分公司 | Steel-concrete mixed beam structure suitable for self-compaction concrete pouring |
| CN112096080A (en) * | 2020-09-12 | 2020-12-18 | 徐州易尚饰家装饰工程有限责任公司 | Building construction concrete fills uses cluster section of thick bamboo structure |
| CN117344972A (en) * | 2023-11-09 | 2024-01-05 | 中国建筑第二工程局有限公司 | A concrete pouring device for composite insulation-free formwork construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204151686U (en) | A kind of deceleration type tumbling barrel for filling concrete | |
| CN204826426U (en) | Grouting sleeve for steel bar connection | |
| CN103615111A (en) | Silo top construction method | |
| CN107664040A (en) | A kind of prefabricated middle partition wall structure of subway tunnel | |
| CN204475593U (en) | Support structure installed by a kind of curtain wall | |
| CN209066861U (en) | Outside shear wall construction mould | |
| CN202492795U (en) | Bridge pier structure with square steel tube provided with stiffening ribs with openings and light steel fiber reinforced concrete | |
| CN103777299B (en) | A kind of fiber cable laying servicing unit of power pipe and making and construction method | |
| CN204825924U (en) | Square steel tube concrete waist rail | |
| CN205955922U (en) | A wind turbine concrete tower section structure | |
| CN204828974U (en) | Prefabricated pipe of reinforced concrete | |
| CN207393215U (en) | A kind of prefabricated middle partition wall structure of subway tunnel | |
| CN204079316U (en) | A kind of harmless circular steel tube concrete post tower crane attachment anchor ear device | |
| CN103061513B (en) | A kind of reinforcing steel bar machinery anchoring process | |
| CN203230166U (en) | Special high-altitude emplacement platform | |
| CN103938908A (en) | Silo top slip-form lifting construction method adopting spatial horizontal supporting system | |
| CN103573004B (en) | Packing electric pole | |
| CN208137479U (en) | A reinforced building transfer structure | |
| CN205973527U (en) | Adjustable wire rope anchorage device | |
| CN204372952U (en) | A kind of support bracket structure of chimney | |
| CN205917987U (en) | Steel structure upright post | |
| CN206635805U (en) | Suspension type calking, demoulding stretch rod | |
| CN204531576U (en) | Single-pipe tower securing supports | |
| CN205840320U (en) | A kind of concrete cylindrical bias test template | |
| CN209760860U (en) | Novel building wall reinforcing apparatus |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20150211 |
|
| CX01 | Expiry of patent term |