CN205134327U - Concrete diclinic props row -pile support system - Google Patents
Concrete diclinic props row -pile support system Download PDFInfo
- Publication number
- CN205134327U CN205134327U CN201520887182.9U CN201520887182U CN205134327U CN 205134327 U CN205134327 U CN 205134327U CN 201520887182 U CN201520887182 U CN 201520887182U CN 205134327 U CN205134327 U CN 205134327U
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- Prior art keywords
- diagonal brace
- anchor pier
- campshed
- bracing
- support system
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Abstract
The utility model discloses a concrete diclinic props row -pile support system, the bracing I and the bracing II that prop including the diclinic, anchor pier I, anchor pier II, guan liang, waist rail, stand stake and linking beam. The both ends of bracing I are provided with guan liang and anchor pier I respectively, and the both ends of bracing II are provided with waist rail and anchor pier II respectively. The beneficial effects of the utility model are that: through the setting of double bracing, can improve the whole bending resistance of campshed, reduce the foundation ditch displacement, the lateral stiffness who has increased the campshed that sets up of guan liang and waist rail and anchor pier, the linking beam who sets up between two bracings has strengthened the wholeness of strutting the system, has improved stability, and the form of strutting of bracing has overcome the not enough shortcoming of the scope of operation in the hole, has guaranteed the security of construction, has enlarged the application of bracing in excavation supporting.
Description
Technical field
The utility model relates to Base hole supporting technology field, particularly relates to a kind of Concrete Double diagonal brace campshed support system.
Background technology
In recent years, along with a large amount of constructions of highrise building and all kinds of underground engineering, deep foundation pit support more and more causes engineers and technicians and builds the attention of authorities.At present, in deep-foundation pit engineering, conventional internal support of foundation pit has horizontal support and bearing diagonal two kinds, compared to horizontal support, piles in deep pits diclinic supporting system is while guarantee base pit stability, there is the advantages such as engineering quantity is little, cost is low, shoveling is convenient, the duration is short, receive the favor of a lot of large span foundation ditch.
Utility model content
In order to overcome many deficiencies that prior art exists, the utility model provides a kind of Concrete Double diagonal brace campshed support system, for the support system in deep-foundation pit engineering, not only structural safety is reliable for support system, good integrity, and easy construction, engineering quantity are little, cost is low, the duration is short, can effectively solve Problems existing in conventional construction method.
The technical solution adopted in the utility model is: a kind of Concrete Double diagonal brace campshed support system, comprises diagonal brace I and the diagonal brace II of diclinic support, anchor pier I, anchor pier II, Guan Liang, waist rail, stand column pile and linking beam.The two ends of diagonal brace I are respectively arranged with Guan Liang and anchor pier I, and the two ends of diagonal brace II are respectively arranged with waist rail and anchor pier II.
Preferably, described anchor pier I, anchor pier II are arranged on basement bottom board.
Preferably, described Guan Liang is arranged on campshed top, and waist rail is close to side in the middle part of campshed.
Preferably, described stand column pile runs through diagonal brace II, and stake top is crossing with diagonal brace I.
Preferably, described linking beam is arranged between two groups of diagonal braces, is all provided with linking beam between two diagonal braces I of two adjacent groups and between two diagonal braces II.
Preferably, described linking beam two ends are positioned at stand column pile and diclinic supports intersection.
The beneficial effects of the utility model are: a kind of Concrete Double diagonal brace campshed support system that the utility model provides, by the setting of double diagonal brace, the overall bending resistance of campshed can be improved, reduce foundation ditch displacement, the setting of Guan Liang and waist rail and anchor pier adds the anti-side rigidity of campshed, the linking beam arranged between two diagonal braces enhances the globality of support system, improve stability, and the support form of diagonal brace overcomes the shortcoming of scope of operation deficiency in hole, ensure that the safety of construction, expand the application of diagonal brace in pattern foundation pit supporting structure.
Accompanying drawing explanation
Fig. 1 is a kind of Concrete Double diagonal brace campshed support system structural representation.
Fig. 2 is a kind of Concrete Double diagonal brace campshed support system sectional drawing.
In accompanying drawing, 1, campshed, 2, Guan Liang, 3, waist rail, 4, linking beam, 51, anchor pier I, 52, anchor pier II, 6, diclinic support, 61, diagonal brace I, 62, diagonal brace II, 7, stand column pile, 8, basement bottom board.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
As shown in Figure 1, 2, a kind of Concrete Double diagonal brace campshed support system of the present embodiment, comprises diagonal brace I 61 and the diagonal brace II 62 of diclinic support 6, anchor pier I 51, anchor pier II 52, hat beam 2, waist rail 3, stand column pile 7 and linking beam 4.The two ends of diagonal brace I 61 are respectively arranged with hat beam 2 and anchor pier I 51, the two ends of diagonal brace II 62 are respectively arranged with waist rail 3 and anchor pier II 52, anchor pier I 51, anchor pier II 52 are arranged on basement bottom board 8, and hat beam 2 is arranged on campshed 1 top, and waist rail 3 is close to side in the middle part of campshed 1.Stand column pile 7 runs through diagonal brace II 62, and stake top is crossing with diagonal brace I 61, and linking beam 4 is arranged between two groups of diagonal braces, is all provided with linking beam between two diagonal braces I 61 and between two diagonal braces II 62, and linking beam 4 two ends are positioned at stand column pile 7 and support 6 intersections with diclinic.
Above-described embodiment is to specific descriptions of the present utility model; only for being further described the utility model; can not be interpreted as the restriction to the utility model protection domain, the technician of this area makes some nonessential improvement according to the content of above-mentioned utility model to the utility model and adjustment all falls within protection domain of the present utility model.
Claims (6)
1. a Concrete Double diagonal brace campshed support system, it is characterized in that: the diagonal brace I (61) and the diagonal brace II (62) that comprise diclinic support (6), anchor pier I (51), anchor pier II (52), Guan Liang (2), waist rail (3), stand column pile (7) and linking beam (4), the two ends of diagonal brace I (61) are respectively arranged with Guan Liang (2) and anchor pier I (51), and the two ends of diagonal brace II (62) are respectively arranged with waist rail (3) and anchor pier II (52).
2. a kind of Concrete Double diagonal brace campshed support system according to claim 1, is characterized in that: anchor pier I (51), anchor pier II (52) are arranged on basement bottom board (8).
3. a kind of Concrete Double diagonal brace campshed support system according to claim 1, is characterized in that: Guan Liang (2) is arranged on campshed (1) top, and waist rail (3) is close to side, campshed (1) middle part.
4. a kind of Concrete Double diagonal brace campshed support system according to claim 1, it is characterized in that: stand column pile (7) runs through diagonal brace II (62), stake top is crossing with diagonal brace I (61).
5. a kind of Concrete Double diagonal brace campshed support system according to claim 1, is characterized in that: linking beam (4) is arranged between two groups of diagonal braces, is all provided with linking beam between two diagonal braces I (61) and between two diagonal braces II (62).
6. a kind of Concrete Double diagonal brace campshed support system according to claim 1, is characterized in that: linking beam (4) two ends are positioned at stand column pile (7) and support (6) intersection with diclinic.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520887182.9U CN205134327U (en) | 2015-11-10 | 2015-11-10 | Concrete diclinic props row -pile support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520887182.9U CN205134327U (en) | 2015-11-10 | 2015-11-10 | Concrete diclinic props row -pile support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205134327U true CN205134327U (en) | 2016-04-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520887182.9U Expired - Fee Related CN205134327U (en) | 2015-11-10 | 2015-11-10 | Concrete diclinic props row -pile support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205134327U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107677498A (en) * | 2017-11-02 | 2018-02-09 | 中国建筑第八工程局有限公司 | The simulation test device and method of the stake soil support combination supporting system mechanism of action |
| CN108166506A (en) * | 2018-01-24 | 2018-06-15 | 浙江立鹏建设有限公司 | A kind of foundation pit supporting construction |
| CN109183809A (en) * | 2018-10-16 | 2019-01-11 | 北京建工国际投资有限责任公司 | A kind of construction method of Muddy Bottoms clay deep-foundation pit engineering composite support support replacement |
| CN109356169A (en) * | 2018-12-03 | 2019-02-19 | 中国建筑局（集团）有限公司 | Foundation pit row pile supporting system and construction method thereof |
| CN109577346A (en) * | 2019-01-02 | 2019-04-05 | 深圳市前海世茂投资管理有限公司 | A kind of foundation pit supporting system and its method of construction |
| CN109930610A (en) * | 2019-04-12 | 2019-06-25 | 广东电白二建集团有限公司 | Constrained environment foundation pit adds the construction method of steel pipe mixing diagonal brace using concrete |
| CN110761297A (en) * | 2019-11-04 | 2020-02-07 | 石家庄铁道大学 | A kind of support device for civil bridge construction |
| CN111648371A (en) * | 2020-06-17 | 2020-09-11 | 王冰璇 | Pier-row type enclosure wall with deformation control frame |
| CN115369773A (en) * | 2022-09-16 | 2022-11-22 | 中铁广州工程局集团桥梁工程有限公司 | A kind of temporary support system and construction method of hollow inclined loose cable saddle pier |
| CN115506419A (en) * | 2022-09-06 | 2022-12-23 | 深圳市基础工程有限公司 | Seamless leakage-proof construction method for basement exterior wall |
| CN115595986A (en) * | 2022-11-23 | 2023-01-13 | 中国建筑第二工程局有限公司（Cn） | A foundation pit enclosure structure and construction method |
-
2015
- 2015-11-10 CN CN201520887182.9U patent/CN205134327U/en not_active Expired - Fee Related
Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107677498B (en) * | 2017-11-02 | 2023-10-03 | 中国建筑第八工程局有限公司 | Simulation test device and method for action mechanism of pile-soil-support combined support system |
| CN107677498A (en) * | 2017-11-02 | 2018-02-09 | 中国建筑第八工程局有限公司 | The simulation test device and method of the stake soil support combination supporting system mechanism of action |
| CN108166506A (en) * | 2018-01-24 | 2018-06-15 | 浙江立鹏建设有限公司 | A kind of foundation pit supporting construction |
| CN108166506B (en) * | 2018-01-24 | 2020-07-07 | 浙江立鹏建设有限公司 | A foundation pit support structure |
| CN109183809A (en) * | 2018-10-16 | 2019-01-11 | 北京建工国际投资有限责任公司 | A kind of construction method of Muddy Bottoms clay deep-foundation pit engineering composite support support replacement |
| CN109183809B (en) * | 2018-10-16 | 2021-03-23 | 北京建工国际投资有限责任公司 | Construction method for replacing support of composite support of muddy clay deep foundation pit engineering |
| CN109356169A (en) * | 2018-12-03 | 2019-02-19 | 中国建筑局（集团）有限公司 | Foundation pit row pile supporting system and construction method thereof |
| CN109356169B (en) * | 2018-12-03 | 2024-04-19 | 中国建筑一局(集团)有限公司 | Foundation pit row pile supporting system and construction method thereof |
| CN109577346A (en) * | 2019-01-02 | 2019-04-05 | 深圳市前海世茂投资管理有限公司 | A kind of foundation pit supporting system and its method of construction |
| CN109930610A (en) * | 2019-04-12 | 2019-06-25 | 广东电白二建集团有限公司 | Constrained environment foundation pit adds the construction method of steel pipe mixing diagonal brace using concrete |
| CN110761297A (en) * | 2019-11-04 | 2020-02-07 | 石家庄铁道大学 | A kind of support device for civil bridge construction |
| CN110761297B (en) * | 2019-11-04 | 2021-05-04 | 石家庄铁道大学 | A kind of support device for civil bridge construction |
| CN111648371A (en) * | 2020-06-17 | 2020-09-11 | 王冰璇 | Pier-row type enclosure wall with deformation control frame |
| CN115506419A (en) * | 2022-09-06 | 2022-12-23 | 深圳市基础工程有限公司 | Seamless leakage-proof construction method for basement exterior wall |
| CN115369773A (en) * | 2022-09-16 | 2022-11-22 | 中铁广州工程局集团桥梁工程有限公司 | A kind of temporary support system and construction method of hollow inclined loose cable saddle pier |
| CN115369773B (en) * | 2022-09-16 | 2025-05-27 | 中铁广州工程局集团桥梁工程有限公司 | A temporary support system for hollow inclined loose cable saddle piers and its construction method |
| CN115595986A (en) * | 2022-11-23 | 2023-01-13 | 中国建筑第二工程局有限公司（Cn） | A foundation pit enclosure structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160406 Termination date: 20161110 |
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| CF01 | Termination of patent right due to non-payment of annual fee |