CN204298824U - Foundation ditch concreting pipeline buffering structure - Google Patents
Foundation ditch concreting pipeline buffering structure Download PDFInfo
- Publication number
- CN204298824U CN204298824U CN201420740100.3U CN201420740100U CN204298824U CN 204298824 U CN204298824 U CN 204298824U CN 201420740100 U CN201420740100 U CN 201420740100U CN 204298824 U CN204298824 U CN 204298824U
- Authority
- CN
- China
- Prior art keywords
- material receiving
- buffering structure
- receiving port
- foundation ditch
- pipeline
- 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 - Fee Related
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Sewage (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model provides a kind of foundation ditch concreting pipeline buffering structure, and be provided with vertical elephant trunk in foundation ditch, pipeline buffering structure comprises: receiving hopper, and conducting is connected to the bottom of elephant trunk; Screen cloth, is arranged in receiving hopper.The utility model efficiently solve concreting to cross long pipeline particularly vertically super-long pipeline institute produce the problem of excess impact, and improve the quality and security of constructing further.
Description
Technical field
The utility model relates to a kind of buffer structure, is specifically related to a kind of pipeline buffering structure being applicable to foundation ditch concreting.
Background technology
At present, in foundation ditch concrete pouring construction, often can apply to the elephant trunk of connection segment as building pipeline.Because design needs, the pipeline total length be formed by connecting just may be long, when running into the situation of total length overlength of particularly vertical duct, just need the problem fully taking into account the impulsive force that concreting produces, can not let alone concrete unimpededly by flinging in vertical tube under, to avoid potential safety hazard.
Utility model content
For overcoming the defect existing for prior art, a kind of foundation ditch concreting pipeline buffering structure is now provided, with effectively solve concreting to cross long pipeline particularly vertically super-long pipeline institute produce the problem of excess impact, and improve the quality and security of constructing further.
For achieving the above object, provide a kind of foundation ditch concreting pipeline buffering structure, be provided with vertical elephant trunk in foundation ditch, pipeline buffering structure comprises:
Receiving hopper, conducting is connected to the bottom of elephant trunk;
Screen cloth, is arranged in receiving hopper.
The beneficial effect of the utility model foundation ditch concreting pipeline buffering structure is,
By arranging receiving hopper and coordinate screen cloth further, to play the effect of buffering to the concrete of building in elephant trunk.
Preferably, pipeline buffering structure also comprises: switching bend pipe, conducting is in the bottom of receiving hopper.
Preferably, receiving hopper comprises the first material receiving port, the second material receiving port and connects the changeover portion of the first material receiving port and the second material receiving port, first material receiving port is greater than the second material receiving port, and the first material receiving port is connected with the bottom conducting of elephant trunk, and the second material receiving port is connected with the conducting of switching bend pipe.
Accompanying drawing explanation
Fig. 1 is the overall schematic of the utility model foundation ditch concreting pipeline buffering structure;
Fig. 2 is the structure for amplifying schematic diagram corresponding to a-quadrant in Fig. 1.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
With reference to Fig. 1, it is the overall schematic of the utility model foundation ditch concreting pipeline buffering structure.With reference to Fig. 2, for corresponding to the structure for amplifying schematic diagram of a-quadrant in Fig. 1.
Shown in composition graphs 1 and Fig. 2, the utility model provides a kind of foundation ditch concreting pipeline buffering structure, and be provided with vertical elephant trunk 2 in foundation ditch 1, pipeline buffering structure 3 comprises: receiving hopper 30, and conducting is connected to the bottom of elephant trunk 2; Screen cloth 32, is arranged in receiving hopper 30.
Particularly, in the bottom of receiving hopper 30, also conducting has switching bend pipe 34.Receiving hopper 30 comprises the first material receiving port 300, second material receiving port 302 and connects the changeover portion 304 of the first material receiving port 300 and the second material receiving port 302, and this first material receiving port 300 is greater than this second material receiving port 302.This first material receiving port 300 is connected with the bottom conducting of above-mentioned elephant trunk 2, and this second material receiving port 302 is connected with above-mentioned switching bend pipe 34 conducting.
After being provided with said structure feature, the utility model can by following implementation Process:
Shown in composition graphs 1 and Fig. 2, along on the sidewall of foundation ditch 1, vertical elephant trunk 2 is installed, above-mentioned pipeline buffering structure 3 is installed on the bottom of this elephant trunk 2.Particularly, first screen cloth 32 is fixed in receiving hopper 30, and the conducting of switching bend pipe 34 is socketed on the second material receiving port 302 of receiving hopper 30, then the first material receiving port 300 conducting of receiving hopper 30 is socketed on the bottom of elephant trunk 2.Further, bend pipe 34 of transferring can be used for conducting and to transfer the elephant trunk (such as oblique elephant trunk) arranged along other directions.Substantially to complete the installation of pipeline buffering structure 3.
After concrete is vertically poured into by elephant trunk 2, pipeline buffer structure 3 can be flowed through.Due to the setting reducing (i.e. the effect of changeover portion 304) and screen cloth 32 of receiving hopper 30 internal diameter, coordinate the inhibition formed concreting.With this, decrease concreting to the impact of building pipeline and its switching place.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (3)
1. a foundation ditch concreting pipeline buffering structure, is provided with vertical elephant trunk in described foundation ditch, it is characterized in that, described pipeline buffering structure comprises:
Receiving hopper, conducting is connected to the bottom of described elephant trunk;
Screen cloth, is arranged in described receiving hopper.
2. pipeline buffering structure according to claim 1, is characterized in that, also comprise:
Switching bend pipe, conducting is in the bottom of described receiving hopper.
3. pipeline buffering structure according to claim 2, is characterized in that,
Described receiving hopper comprises the first material receiving port, the second material receiving port and connects the changeover portion of described first material receiving port and described second material receiving port, described first material receiving port is greater than described second material receiving port, described first material receiving port is connected with the bottom conducting of described elephant trunk, and described second material receiving port is connected with the conducting of described switching bend pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420740100.3U CN204298824U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting pipeline buffering structure |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410659409 | 2014-11-18 | ||
| CN201420740100.3U CN204298824U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting pipeline buffering structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204298824U true CN204298824U (en) | 2015-04-29 |
Family
ID=52848453
Family Applications (8)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420742538.5U Expired - Fee Related CN204298828U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting elephant trunk cushioning control structure |
| CN201420740119.8U Expired - Fee Related CN204298826U (en) | 2014-11-18 | 2014-12-01 | Deep foundation ditch concrete bottom slab concreting branch elephant trunk structure |
| CN201420740133.8U Expired - Fee Related CN204298831U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting switching buffer structure |
| CN201420740116.4U Expired - Fee Related CN204298825U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch builds elephant trunk supporting and regulating device |
| CN201420740120.0U Expired - Fee Related CN204298827U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting combination string tubular structure |
| CN201420740100.3U Expired - Fee Related CN204298824U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting pipeline buffering structure |
| CN201410717256.4A Active CN104532845B (en) | 2014-11-18 | 2014-12-01 | Deep basal pit super thick concrete floor casting system and construction method |
| CN201420740118.3U Expired - Fee Related CN204299185U (en) | 2014-11-18 | 2014-12-01 | Build pipeline reinforcing steel bar buffering structure |
Family Applications Before (5)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420742538.5U Expired - Fee Related CN204298828U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting elephant trunk cushioning control structure |
| CN201420740119.8U Expired - Fee Related CN204298826U (en) | 2014-11-18 | 2014-12-01 | Deep foundation ditch concrete bottom slab concreting branch elephant trunk structure |
| CN201420740133.8U Expired - Fee Related CN204298831U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting switching buffer structure |
| CN201420740116.4U Expired - Fee Related CN204298825U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch builds elephant trunk supporting and regulating device |
| CN201420740120.0U Expired - Fee Related CN204298827U (en) | 2014-11-18 | 2014-12-01 | Foundation ditch concreting combination string tubular structure |
Family Applications After (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410717256.4A Active CN104532845B (en) | 2014-11-18 | 2014-12-01 | Deep basal pit super thick concrete floor casting system and construction method |
| CN201420740118.3U Expired - Fee Related CN204299185U (en) | 2014-11-18 | 2014-12-01 | Build pipeline reinforcing steel bar buffering structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (8) | CN204298828U (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105003077B (en) * | 2015-07-17 | 2017-07-18 | 中国建筑第二工程局有限公司 | Closed space concrete pouring device and construction method |
| CN105442609B (en) * | 2015-11-20 | 2017-06-23 | 山东送变电工程公司 | Base concrete pours self-supporting chute device |
| CN108894231A (en) * | 2018-09-19 | 2018-11-27 | 北京城建集团有限责任公司 | A kind of concrete chute structural system and its construction method |
| CN110904852A (en) * | 2019-12-18 | 2020-03-24 | 诚通凯胜生态建设有限公司 | Bridge construction method |
| CN111456011A (en) * | 2020-03-24 | 2020-07-28 | 中国五冶集团有限公司 | Underground chamber bottom plate concrete assembled steel chute |
| CN112376567A (en) * | 2020-11-05 | 2021-02-19 | 中国建筑土木建设有限公司 | Large-volume concrete chute pouring system and construction method thereof |
| CN112982467A (en) * | 2021-02-08 | 2021-06-18 | 中铁二十局集团第六工程有限公司 | Concrete pouring device and raft foundation pouring method |
| CN113653060A (en) * | 2021-07-28 | 2021-11-16 | 中国建筑第八工程局有限公司 | Deep foundation pit bottom plate concrete pouring system with multiple supporting beams and construction method thereof |
| CN113638420B (en) * | 2021-09-26 | 2022-05-24 | 中铁十八局集团第五工程有限公司 | Deep foundation pit self-flowing energy dissipation concrete pouring method and concrete self-flowing energy dissipation structure |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6098014A (en) * | 1983-11-04 | 1985-06-01 | Ohbayashigumi Ltd | Apparatus for measuring front end position of tremie tube for placing underwater concrete |
| CN101294387B (en) * | 2008-06-17 | 2011-09-07 | 中国葛洲坝集团股份有限公司 | Transportation method for roller compacted concrete at glacis landform |
| CN102936896B (en) * | 2012-12-04 | 2015-07-08 | 中铁二十三局集团有限公司 | Device for downward conveying concrete |
| CN103089015B (en) * | 2013-02-01 | 2015-07-22 | 河南省水利第二工程局 | Descend control device |
-
2014
- 2014-12-01 CN CN201420742538.5U patent/CN204298828U/en not_active Expired - Fee Related
- 2014-12-01 CN CN201420740119.8U patent/CN204298826U/en not_active Expired - Fee Related
- 2014-12-01 CN CN201420740133.8U patent/CN204298831U/en not_active Expired - Fee Related
- 2014-12-01 CN CN201420740116.4U patent/CN204298825U/en not_active Expired - Fee Related
- 2014-12-01 CN CN201420740120.0U patent/CN204298827U/en not_active Expired - Fee Related
- 2014-12-01 CN CN201420740100.3U patent/CN204298824U/en not_active Expired - Fee Related
- 2014-12-01 CN CN201410717256.4A patent/CN104532845B/en active Active
- 2014-12-01 CN CN201420740118.3U patent/CN204299185U/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN204298828U (en) | 2015-04-29 |
| CN104532845A (en) | 2015-04-22 |
| CN204299185U (en) | 2015-04-29 |
| CN204298831U (en) | 2015-04-29 |
| CN204298826U (en) | 2015-04-29 |
| CN204298825U (en) | 2015-04-29 |
| CN204298827U (en) | 2015-04-29 |
| CN104532845B (en) | 2016-06-29 |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150429 Termination date: 20201201 |