CN209211256U - A kind of safe and stable type pier column - Google Patents
A kind of safe and stable type pier column Download PDFInfo
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- CN209211256U CN209211256U CN201821799133.XU CN201821799133U CN209211256U CN 209211256 U CN209211256 U CN 209211256U CN 201821799133 U CN201821799133 U CN 201821799133U CN 209211256 U CN209211256 U CN 209211256U
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- pier column
- stiffener
- steel box
- support
- girder
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Abstract
The utility model discloses a kind of safety, stable type pier column, it include: pier column ontology and support, the outside of pier column ontology is equipped with support column, support is set to the top of support column, pier column shaft is equipped in pier column ontology, one group of partition is equipped with inside pier column shaft, one group of lateral partitions and longitudinal baffle are equipped in partition, connecting rib is distributed on the inner wall of pier column shaft, lateral partitions are distributed in the inside of pier column shaft, and it is fixedly connected with connecting rib, first longitudinal direction partition and second longitudinal direction partition are equipped in longitudinal baffle, first longitudinal direction divider upright is set to the top of lateral partitions, the second longitudinal direction partition and first longitudinal direction divider upright are arranged.The utility model on pier column by being arranged support, convenient for the installation of bridge floor, is also provided with partition inside it, pass through the setting of lateral partitions and longitudinal baffle, the structure of pier column shaft is optimized, its support performance is greatly provided, improves the stability of its connection.
Description
Technical field
The utility model belongs to steel building manufacturing technology field, in particular to a kind of safe and stable type pier column.
Background technique
With the rapid development of social economy, all trades and professions are all constantly developing, and building trade is also such.Traditional
Building is all mostly concrete construction, either large stadium or bridge, and the duration is all longer, required artificial more, and very
Being easy can be because of the influence of weather, the serious construction cost for increasing unit in charge of construction, also can the serious influence construction period.
Pier column is component part important in bridge, and traditional pier column is that whole concrete is built, structure sheet
Body is more single, limited in enabling capabilities, in practical process, often directly connect bridge floor with pier column, still
Its structure is simultaneously unstable, and also can to bridge floor and pier column how stable connection brings many problems, thus it is existing
Pier column needs to improve.
Utility model content
Purpose of utility model: in order to overcome the above deficiency, the purpose of the utility model is to provide a kind of safe and stable type bridges
Pier stud, structure is simple, and design is reasonable, by the way that support is arranged on pier column, convenient for the installation of bridge floor, while also in it
Portion is provided with partition, is optimized to the structure of pier column shaft, greatly provides its support performance, improves the steady of its connection
It is qualitative.
Technical solution: to achieve the goals above, the utility model provides a kind of safe and stable type pier column, comprising:
Pier column ontology and support, the outside of the pier column ontology are equipped with support column, and the support is set to the top of support column,
In, it is equipped with pier column shaft in the pier column ontology, one group of partition is equipped with inside the pier column shaft, is set in the partition
There are one group of lateral partitions and longitudinal baffle, connecting rib, the lateral partitions point are distributed on the inner wall of the pier column shaft
It is distributed in the inside of pier column shaft, and is fixedly connected with connecting rib, first longitudinal direction partition and the are equipped in the longitudinal baffle
Two longitudinal baffles, the first longitudinal direction divider upright are set to the top of lateral partitions, the second longitudinal direction partition and first longitudinal direction
Divider upright setting.
A kind of safe and stable type pier column described in the utility model is convenient for by the way that support is arranged on pier column
The installation of bridge floor, while it being also provided with partition inside it, by the setting of lateral partitions and longitudinal baffle, to pier column shaft
Structure be optimized, its support performance is greatly provided, improve its connection stability, meanwhile, also in pier column shaft
Inner wall on connecting rib is set, further increase the stability of its structure, thus further provide for its connection stability, from
And further increase the safety that entire pier column uses.
Further, steel box-girder web and one group of steel box-girder diaphragm plate, the steel box-girder diaphragm plate are equipped in the support
It is vertically arranged with steel box-girder web, and the steel box-girder diaphragm plate is equipped with stiffener.Steel box-girder web and one in the support
Group steel box-girder diaphragm plate setting, the structure of support is optimized, the stability and support performance of its structure are improved, also into
One step improves the stability of its connection.
Further, the first stiffener and the second stiffener are equipped in the stiffener, first stiffener is set to steel
The outside of box beam diaphragm plate, second stiffener are set to the inside of steel box-girder diaphragm plate, and first stiffener and second
Stiffener is welded and fixed with steel box-girder diaphragm plate.
Further, first stiffener is in undercut shape, and long side is welded and fixed with steel box-girder diaphragm plate.Further
The structure for optimizing support improves its supportive and stability.
Further, the outside of the lateral partitions is equipped with groove, and inside is equipped with opening, the groove and connecting rib phase
Cooperation.The setting of opening can reduce the weight of lateral partitions, and the setting of groove can be convenient for its connection more closely.
Further, side stiffener and intermediate stiffener are equipped in second stiffener, the side stiffener is set
In steel box-girder diaphragm plate close to the end of steel box-girder web, the intermediate stiffener is set among the stiffener of two sides.Side adds
The setting of strength plate and intermediate stiffener, increases the support performance of steel box-girder diaphragm plate, further increases the stability of its structure.
Further, the side stiffener be equipped with transverse reinforcing tendons and longitudinal reinforcing tendons, the cross reinforcing and
Waling is arranged using square crossing.The setting of the transverse reinforcing tendons and longitudinal reinforcing tendons, further improves side
The stability of side stiffener structure.
Further, the intermediate stiffener is equipped with longitudinal openings, and the top and inside of the longitudinal openings, which are equipped with, to be added
Strengthening tendons.The weight that intermediate stiffener can effectively be mitigated, also can reduce the load capacity of steel box-girder diaphragm plate.
Above-mentioned technical proposal can be seen that the utility model has the following beneficial effects:
1, a kind of safe and stable type pier column described in the utility model is convenient for bridge by the way that support is arranged on pier column
The installation in face, while it being also provided with partition inside it, by the setting of lateral partitions and longitudinal baffle, to pier column shaft
Structure is optimized, and greatly provides its support performance, improves the stability of its connection, meanwhile, also in pier column shaft
Connecting rib is set on inner wall, further increases the stability of its structure, so that the stability of its connection is further provided for, thus
Further increase the safety that entire pier column uses.
2, steel box-girder web and one group of steel box-girder diaphragm plate, the steel box-girder diaphragm plate and steel box-girder web are equipped in support
It is vertically arranged, and the steel box-girder diaphragm plate is equipped with stiffener.Steel box-girder web and one group of steel box-girder tabula in the support
The structure of support is optimized in the setting of plate, improves the stability and support performance of its structure, also further increases its company
The stability connect.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model pier column；
Fig. 2 is the structural schematic diagram of pier column ontology in the utility model；
Fig. 3 is the structural schematic diagram of support in the utility model.
Specific embodiment
In the following with reference to the drawings and specific embodiments, the utility model is furtherd elucidate.
Embodiment
A kind of safe and stable type pier column as shown in Figure 1 to Figure 3, comprising: pier column ontology 1 and support 2, the bridge
The outside of pier stud ontology 1 is equipped with support column 3, and the support 2 is set to the top of support column 3, wherein in the pier column ontology 1
Equipped with pier column shaft 11, it is equipped with one group of partition 12 inside the pier column shaft 11, one group of transverse direction is equipped in the partition 12
Connecting rib 13, the lateral partitions 121 are distributed on the inner wall of the pier column shaft 11 in partition 121 and longitudinal baffle 122
It is distributed in the inside of pier column shaft 11, and is fixedly connected with connecting rib 13, first longitudinal direction is equipped in the longitudinal baffle 122
Partition 1221 and second longitudinal direction partition 1222, the first longitudinal direction partition 1221 is vertical at the top of lateral partitions 121, described
Second longitudinal direction partition 1222 is vertically arranged with first longitudinal direction partition 1221.
Steel box-girder web 21 and one group of steel box-girder diaphragm plate 22, the steel box-girder are equipped in support 2 described in the present embodiment
Diaphragm plate 22 is vertically arranged with steel box-girder web 21, and the steel box-girder diaphragm plate 22 is equipped with stiffener 23.
The first stiffener 231 and the second stiffener 232 are equipped in stiffener 23 described in the present embodiment, described first puts more energy into
Plate 231 is set to the outside of steel box-girder diaphragm plate 22, and second stiffener 232 is set to the inside of steel box-girder diaphragm plate 22, and institute
It states the first stiffener 231 and the second stiffener 232 is welded and fixed with steel box-girder diaphragm plate 22.
First stiffener 231 described in the present embodiment is in undercut shape, and long side is welded and fixed with steel box-girder diaphragm plate 22.
The outside of lateral partitions 121 described in the present embodiment is equipped with groove, and inside is equipped with opening, the groove and dowel
Plate 13 matches.
Side stiffener 2321 and intermediate stiffener 2322 are equipped in second stiffener 232 described in the present embodiment, it is described
Side stiffener 2321 is set to steel box-girder diaphragm plate 22 close to the end of steel box-girder web 21, and the intermediate stiffener 2322 is set to
Among two sides stiffener 2321.
Side stiffener described in the present embodiment 2321 is equipped with transverse reinforcing tendons and longitudinal reinforcing tendons, described laterally to reinforce
Muscle and waling are arranged using square crossing.
Intermediate stiffener 2322 described in the present embodiment is equipped with longitudinal openings 4, the top and inside of the longitudinal openings 4
Equipped with reinforcing rib.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, without departing from the principle of this utility model, several improvement can also be made, these improvement also should be regarded as
The protection scope of the utility model.
Claims (8)
1. a kind of safe and stable type pier column, it is characterised in that: include: pier column ontology (1) and support (2), the pier column
The outside of ontology (1) is equipped with support column (3), and the support (2) is set to the top of support column (3), wherein the pier column ontology
(1) pier column shaft (11) are equipped in, are equipped with one group of partition (12) inside the pier column shaft (11), in the partition (12)
Equipped with one group of lateral partitions (121) and longitudinal baffle (122), connecting rib is distributed on the inner wall of the pier column shaft (11)
(13), the lateral partitions (121) are distributed in the inside of pier column shaft (11), and are fixedly connected with connecting rib (13), institute
It states and is equipped with first longitudinal direction partition (1221) and second longitudinal direction partition (1222), the first longitudinal direction partition in longitudinal baffle (122)
(1221) it is vertical at the top of lateral partitions (121), the second longitudinal direction partition (1222) and first longitudinal direction partition (1221)
It is vertically arranged.
2. safe and stable type pier column according to claim 1, it is characterised in that: be equipped with steel box-girder in the support (2)
Web (21) and one group of steel box-girder diaphragm plate (22), the steel box-girder diaphragm plate (22) are vertically arranged with steel box-girder web (21),
And the steel box-girder diaphragm plate (22) is equipped with stiffener (23).
3. safe and stable type pier column according to claim 2, it is characterised in that: be equipped with the in the stiffener (23)
One stiffener (231) and the second stiffener (232), first stiffener (231) are set to the outside of steel box-girder diaphragm plate (22),
Second stiffener (232) is set to the inside of steel box-girder diaphragm plate (22), and first stiffener (231) and second is put more energy into
Plate (232) is welded and fixed with steel box-girder diaphragm plate (22).
4. safe and stable type pier column according to claim 3, it is characterised in that: first stiffener (231) is in
Concave shape, long side are welded and fixed with steel box-girder diaphragm plate (22).
5. safe and stable type pier column according to claim 3, it is characterised in that: the outside of the lateral partitions (121)
Equipped with groove, inside is equipped with opening, and the groove is matched with connecting rib (13).
6. safe and stable type pier column according to claim 3, it is characterised in that: set in second stiffener (232)
There are side stiffener (2321) and intermediate stiffener (2322), the side stiffener (2321) is set to steel box-girder diaphragm plate (22)
Close to the end of steel box-girder web (21), it is intermediate that the intermediate stiffener (2322) is set to two sides stiffener (2321).
7. safe and stable type pier column according to claim 6, it is characterised in that: on the side stiffener (2321)
Equipped with transverse reinforcing tendons and longitudinal reinforcing tendons, the transverse reinforcing tendons and longitudinal reinforcing tendons are arranged using square crossing.
8. safe and stable type pier column according to claim 6, it is characterised in that: on the intermediate stiffener (2322)
Equipped with longitudinal openings (4), the top and inside of the longitudinal openings (4) are equipped with reinforcing rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821799133.XU CN209211256U (en) | 2018-11-02 | 2018-11-02 | A kind of safe and stable type pier column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821799133.XU CN209211256U (en) | 2018-11-02 | 2018-11-02 | A kind of safe and stable type pier column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209211256U true CN209211256U (en) | 2019-08-06 |
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ID=67457928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821799133.XU Active CN209211256U (en) | 2018-11-02 | 2018-11-02 | A kind of safe and stable type pier column |
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| Country | Link |
|---|---|
| CN (1) | CN209211256U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023019781A1 (en) * | 2021-08-17 | 2023-02-23 | 江苏沪宁钢机股份有限公司 | Stable bridge tower pier based on complex pier beam and manufacturing process therefor |
-
2018
- 2018-11-02 CN CN201821799133.XU patent/CN209211256U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2023019781A1 (en) * | 2021-08-17 | 2023-02-23 | 江苏沪宁钢机股份有限公司 | Stable bridge tower pier based on complex pier beam and manufacturing process therefor |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: 214200 Baijia village, Zhangzhu Town, Yixing City, Wuxi City, Jiangsu Province Patentee after: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. Address before: 214200 Zhang Zhu Zhen Bai Jia Cun, Yixing City, Wuxi City, Jiangsu Province Patentee before: JIANGSU HUNING STEEL MECHANISM Co.,Ltd. |