CN204299185U - Build pipeline reinforcing steel bar buffering structure - Google Patents

Build pipeline reinforcing steel bar buffering structure Download PDF

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Publication number
CN204299185U
CN204299185U CN201420740118.3U CN201420740118U CN204299185U CN 204299185 U CN204299185 U CN 204299185U CN 201420740118 U CN201420740118 U CN 201420740118U CN 204299185 U CN204299185 U CN 204299185U
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CN
China
Prior art keywords
pipeline
steel bar
brace summer
funnel
reinforcing steel
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
Application number
CN201420740118.3U
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Chinese (zh)
Inventor
王宝德
苏亚武
陈学光
刘鹏
周申彬
裴鸿斌
王凯峰
唐祖锡
姜秀辉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Construction Eighth Engineering Division Co Ltd filed Critical China Construction Eighth Engineering Division Co Ltd
Priority to CN201420740118.3U priority Critical patent/CN204299185U/en
Application granted granted Critical
Publication of CN204299185U publication Critical patent/CN204299185U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00Excavations; Bordering of excavations; Making embankments
    • E02D17/02Foundation pits

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (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 one and builds pipeline reinforcing steel bar buffering structure, comprising: funnel, and conducting is arranged at the top of building pipeline; Brace summer, is located at the top of funnel; Many host buffer reinforcing bars, to hang on brace summer and to extend to building in pipeline; Many buffering reinforcing bars, protrude and are fixed on host buffer reinforcing bar.The utility model alleviates the impulsive force that concreting in super-long pipeline produces, and then prevents pipeline generation fatigue damage from even connecting the phenomenon of fracture, and improves the security of concrete pouring construction further.

Description

Build pipeline reinforcing steel bar buffering structure
Technical field
The utility model relates to a kind of bar construction, is specifically related to a kind of overlength that is specially adapted to and builds in pipeline the bar construction slowing down concrete impulsive force.
Background technology
At present, in concrete pouring construction, pipeline generally all can be set in order to build.Engineering is built under normal circumstances common, concrete directly from pipeline opening vertically build and, and to flow out from duct bottom smoothly.But, for overlength, super large build engineering, the pipeline that use connection segment thus shape is in aggregates often, its entire length just reaches super-long pipeline category (at least more than tens meters).Can imagine, when concrete directly vertically build from the pipeline of overlength and time, the impulsive force that concrete produces due to self gravitation produces fatigue damage by the pipeline of overlength.If things go on like this, integrated piping may produce the situation connecting fracture at the impulsive force place of concentrating, thus has a strong impact on the security of pouring construction.
Utility model content
For overcoming the defect existing for prior art, one is now provided to build pipeline reinforcing steel bar buffering structure, to alleviate the impulsive force that in super-long pipeline, concreting produces, and then prevent pipeline generation fatigue damage from even connecting the phenomenon of fracture, and improve the security of concrete pouring construction further.
For achieving the above object, provide one to build pipeline reinforcing steel bar buffering structure, comprising:
Funnel, conducting is arranged at the top of building pipeline;
Brace summer, is located at the top of funnel;
Many host buffer reinforcing bars, to hang on brace summer and to extend to building in pipeline;
Many buffering reinforcing bars, protrude and are fixed on host buffer reinforcing bar.
The beneficial effect that the utility model builds pipeline reinforcing steel bar buffering structure is,
1) by arranging host buffer reinforcing bar significantly to slow down the impact of concreting building in pipeline;
2) buffering effect is increased further by arranging time buffering reinforcing bar on host buffer reinforcing bar.
Preferably, the both sides, top of funnel are provided with ties up gusset, and the two ends of brace summer are fixedly connected on ties up on gusset.
Preferably, tie up gusset and be provided with and tie up muscle hole, the two ends colligation of brace summer is in tying up muscle hole.
Preferably, secondary buffering reinforcing bar to be evenly laid on host buffer reinforcing bar and to extend to building pipeline.
Accompanying drawing explanation
Fig. 1 is the on-the-spot structural representation of large-sized concrete pouring construction;
Fig. 2 is the side-looking structural representation that the utility model builds pipeline reinforcing steel bar buffering structure;
Fig. 3 is the plan structure schematic diagram corresponding to Fig. 2.
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. 2, for the utility model builds the side-looking structural representation of pipeline reinforcing steel bar buffering structure.With reference to Fig. 3, for corresponding to the plan structure schematic diagram of Fig. 2.
Shown in composition graphs 2 and Fig. 3, the utility model provides one and builds pipeline reinforcing steel bar buffering structure, comprising: funnel 2, and conducting is arranged at the top of building pipeline 1; Brace summer 3, is located at the top of funnel 2; Many host buffer reinforcing bars 4, to hang on brace summer 3 and to extend to building in pipeline 1; Many buffering reinforcing bars 5, protrude and are fixed on host buffer reinforcing bar 4.
Particularly, the both sides, top of funnel 2 are provided with ties up gusset 20, and tie up gusset 20 and be provided with and tie up muscle hole, the two ends colligation of brace summer 3 is tied up on gusset 20 in tying up muscle hole and then being connected to.The mid portion of host buffer reinforcing bar 4 is bending to hang on brace summer 3, and the two ends of host buffer reinforcing bar 4 constantly extend to building in pipeline 1.Secondary buffering reinforcing bar 5 to be evenly laid on host buffer reinforcing bar 4 and to extend to building pipeline 1.
After being provided with said structure feature, the utility model can be implemented by following process:
With reference to Fig. 1, it is the on-the-spot structural representation of large-sized concrete pouring construction.As shown in Figure 1, for a large-sized concrete pouring construction, in work progress, the overlength applying to the vertical setting that a connection segment is formed builds pipeline 1.Muscle buffer structure of the present utility model just applies to this overlength and builds in the top area (i.e. C region in Fig. 1) of pipeline 1.After being amplified in C region in Fig. 1, be the side-looking structure shown in Fig. 2.
As Fig. 2, be provided with a funnel 2 in this top conducting of building pipeline 1, many host buffer reinforcing bars 4 are extended to building in pipeline 1 by funnel 2, and many times buffering reinforcing bar 5 protrudes and is fixed on host buffer reinforcing bar 4.
Particularly, as Fig. 3, the both sides, top of funnel 2 are provided with ties up gusset 20, select a bar reinforcement as brace summer 3 and across the top being arranged at funnel 2, the two ends colligation of this brace summer 3 is fixed on this and is tied up gusset 20 ties up muscle hole site, and whereby, the part of above-mentioned many host buffer reinforcing bar 4 bent intermediate to hang on brace summer 3 and extends to building in pipeline 1, the many time buffering reinforcing bars 5 protruded are built pipeline 1 extend to being formed at, and form complete reinforcing steel bar buffering structure with this.When concrete vertically to be built by funnel 2 and under time, this reinforcing steel bar buffering structure can reduce concrete preferably and vertically topple over and build and the impulsive force produced.
After completing above-mentioned implementation process, following characteristics of the present utility model should be able to be embodied:
Reinforcing steel bar buffering structure has simple structure, and each composition component can be gathered materials on the spot and be made, convenient and practical, and obvious to concrete buffering effect.
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 (4)

1. build a pipeline reinforcing steel bar buffering structure, it is characterized in that, comprising:
Funnel, builds the top of pipeline described in conducting is arranged at;
Brace summer, is located at the top of described funnel;
Many host buffer reinforcing bars, to hang on described brace summer and to extend to described building in pipeline;
Many buffering reinforcing bars, protrude and are fixed on described host buffer reinforcing bar.
2. according to claim 1ly build pipeline reinforcing steel bar buffering structure, it is characterized in that,
The both sides, top of described funnel are provided with ties up gusset, ties up on gusset described in the two ends of described brace summer are fixedly connected on.
3. according to claim 2ly build pipeline reinforcing steel bar buffering structure, it is characterized in that,
Described gusset of tying up is provided with and ties up muscle hole, and the two ends colligation of described brace summer ties up muscle hole in described.
4. according to claim 1ly build pipeline reinforcing steel bar buffering structure, it is characterized in that,
Described time buffering reinforcing bar to be evenly laid on described host buffer reinforcing bar and to extend to described pipeline of building.
CN201420740118.3U 2014-11-18 2014-12-01 Build pipeline reinforcing steel bar buffering structure Expired - Fee Related CN204299185U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420740118.3U CN204299185U (en) 2014-11-18 2014-12-01 Build pipeline reinforcing steel bar buffering structure

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN201410659409 2014-11-18
CN201420740118.3U CN204299185U (en) 2014-11-18 2014-12-01 Build pipeline reinforcing steel bar buffering structure

Publications (1)

Publication Number Publication Date
CN204299185U true CN204299185U (en) 2015-04-29

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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
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
CN201420740118.3U Expired - Fee Related CN204299185U (en) 2014-11-18 2014-12-01 Build pipeline reinforcing steel bar 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
CN201420740100.3U Expired - Fee Related CN204298824U (en) 2014-11-18 2014-12-01 Foundation ditch concreting pipeline buffering structure

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Application Number Title Priority Date Filing Date
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
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

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CN201410717256.4A Active CN104532845B (en) 2014-11-18 2014-12-01 Deep basal pit super thick concrete floor casting system and construction method
CN201420740100.3U Expired - Fee Related CN204298824U (en) 2014-11-18 2014-12-01 Foundation ditch concreting pipeline buffering structure

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CN105003077B (en) * 2015-07-17 2017-07-18 中国建筑第二工程局有限公司 A kind of confined space concrete casting 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

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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

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CN204298828U (en) 2015-04-29
CN204298826U (en) 2015-04-29
CN204298825U (en) 2015-04-29
CN104532845B (en) 2016-06-29
CN204298827U (en) 2015-04-29
CN104532845A (en) 2015-04-22
CN204298824U (en) 2015-04-29
CN204298831U (en) 2015-04-29

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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: 20150429

Termination date: 20201201

CF01 Termination of patent right due to non-payment of annual fee