CN106121683B - A kind of tunnel penstock lower concrete constructing device - Google Patents
A kind of tunnel penstock lower concrete constructing device Download PDFInfo
- Publication number
- CN106121683B CN106121683B CN201610797237.6A CN201610797237A CN106121683B CN 106121683 B CN106121683 B CN 106121683B CN 201610797237 A CN201610797237 A CN 201610797237A CN 106121683 B CN106121683 B CN 106121683B
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- China
- Prior art keywords
- penstock
- cage
- oriented
- tunnel
- structure reinforcing
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- 239000004567 concrete Substances 0.000 title claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 48
- 239000010959 steel Substances 0.000 claims abstract description 48
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 28
- 238000010276 construction Methods 0.000 claims abstract description 22
- 239000011376 self-consolidating concrete Substances 0.000 claims abstract description 15
- 238000003466 welding Methods 0.000 claims abstract description 4
- 210000003205 muscle Anatomy 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 4
- 230000008901 benefit Effects 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000035800 maturation Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/107—Reinforcing elements therefor; Holders for the reinforcing elements
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention is a kind of tunnel penstock lower concrete constructing device, including penstock, it is characterised in that: further includes penstock stiffening ring, vertical structure reinforcing bar, circumferential structure reinforcing bars, self-compacting concrete and vibrates and be oriented to cage；Penstock stiffening ring is in the outside of penstock, outer ring of the circumferential structure reinforcing bars in penstock stiffening ring, vertical structure reinforcing bar is axially disposed in self-compacting concrete, circumferential structure reinforcing bars and vertical structure reinforcing bar binding and fixing, it vibrates and is oriented to cage setting in self-compacting concrete, with the fixation of vertical structure reinforcement welding and close to penstock stiffening ring；It is described vibrate to be oriented to cage and connected by longitudinal round steel with circumferential round steel form.The present invention be applied to large-scale overpressure resistant be hit tunnel penstock lower concrete construction, largely improve the plumpness of concreting efficiency and penstock bottom.
Description
Technical field
The present invention relates to hydraulic and hydroelectric engineering technical field, specifically a kind of tunnel penstock lower concrete construction dress
It sets.
Background technique
In Construction for Hydroelectric Project, it is hit tunnel, such as water conservancy there are various functional or structural large-scale overpressure resistants
Diversion tunnel in hydroelectric project, usual pressure resistance, which is hit, the installation of penstock after tunnel excavation, and pressure steel
Pipe all needs to carry out the construction of penstock steel lining concrete after being installed, with maturation and the development of the prior art, at present mostly
Number pressure resistances are hit tunnel penstock steel lining using intensity is higher, mobility and the preferable self-compacting concrete of workability are applied
Work.Often due to design structure reinforcing bar comparatively dense in the construction of penstock lower concrete, concrete construction operating space is narrow
Narrow, hose vibrator can not vibrate under the effect of gravity along penstock bottom arcwall face, the constructional difficulties that cause to vibrate, no
Uniformly, not in time the problems such as, causes stress steel pipe bottom and pours that not full, rate of coming to nothing is larger, to the normal operation of penstock
Threaten larger, and construction efficiency is lower, investment it is artificial more, cause certain wasting of resources, and increase secondary construction cost
With.Therefore the problem of how overcome the deficiencies in the prior art is current hydraulic and hydroelectric engineering technical field urgent need to resolve.
Summary of the invention
It is an object of the present invention to solve the deficiency of the existing technology and provide a kind of tunnel penstock lower concretes to apply
Tooling is set, and is reduced penstock lower concrete and is come to nothing and rate and to move back sets the artificial labor intensity of hose vibrator, is reduced
Personnel investments, accelerate construction speed.
To achieve the above object, The technical solution adopted by the invention is as follows:
A kind of tunnel penstock lower concrete constructing device mainly includes penstock, penstock stiffening ring, indulges
To structure reinforcing bars, circumferential structure reinforcing bars, self-compacting concrete and vibrates and be oriented to cage；Penstock stiffening ring is in penstock
Outside, in the outer ring of penstock stiffening ring, vertical structure reinforcing bar is axially disposed in self-compacting concrete circumferential structure reinforcing bars,
Circumferential structure reinforcing bars and vertical structure reinforcing bar binding and fixing vibrate and are oriented to cage setting in self-compacting concrete, with vertical structure
Reinforcement welding fixation and close penstock stiffening ring；Described vibrate is oriented to cage and connects group with circumferential round steel by longitudinal round steel
At.
Described vibrating is oriented to cage, can the concrete hose vibrator diameter according to used in scene manufacture accordingly
Diameter；It preferably vibrates and is oriented to cage ring to 6.5 round steel interannular of φ away from for 200mm.
Described vibrating is oriented to the annulus that cage ring is processed into diameter to 6.5 round steel of φ as 130mm, the guiding circle of cage longitudinal direction φ 10
Steel has 8, angle arrangement at 45 °.
Described is to vibrate to be oriented to the inside that cage longitudinal direction round steel is welded in circumferential round steel ring.
Described is to vibrate to be oriented to cage arc length in 60 ° of arm of angle lines of tunnel.
The present invention be applied to large-scale overpressure resistant be hit tunnel penstock lower concrete construction, tunnel penstock bottom
When concrete construction, installation vibrates and is oriented to cage by penstock bottom structure reinforcing bar, hose vibrator along vibrate be oriented to cage into
Row vibrates, and largely improves the plumpness of concreting efficiency and penstock bottom.
Compared with prior art, the present invention has the advantages that:
1, existing concrete hose vibrator can not be vibrated along penstock bottom arcwall face and be changed by the device of the invention
It is oriented to cage into increase to vibrate and can vibrate along penstock bottom arcwall face, it is low to overcome construction efficiency, personnel's labour
Intensity is big, and time-consuming is taken a lot of work, and the problems such as being unevenly not thorough not in time of vibrating can reduce personnel's investment and labour through the invention
Intensity, increase concrete vibrating it is abundant, it is uniform with it is timely, improve the full of concreting speed and penstock bottom
Degree reduces penstock lower concrete and comes to nothing rate, reduces because of the larger production of penstock steel lining bottom concrete void rate
The risk of raw quadratic cost has saved construction cost, and more existing penstock steel lining concrete construction efficiency improves 30%, pressure
Power steel pipe steel lining bottom come to nothing rate reduce by 40%, preferably economic and social benefit can be generated.
2, the invention belongs to the scope that hydraulic and hydroelectric engineering technical field basis is changed, water conservancy and hydropower work will greatly be pushed
Progress of the stroke pressure steel pipe steel lining bottom concreting in terms of technique, efficiency, the document of tunnel concrete construction at home and abroad
In also have no relevant report.
3, the present invention yet there are no applies in Construction of Hydropower Engineering, is intended to reduce personnel's investment and reduces constructor
The labor intensity of member uniformly vibrates to penstock steel lining bottom concrete construction progress in time, reduces penstock steel lining
Lower concrete comes to nothing rate, improves efficiency, accelerates construction speed, there is higher application value.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention without any creative labor, may be used also for those of ordinary skill in the art
To obtain other drawings based on these drawings.
Fig. 1 is that penstock steel lining of the invention installs sectional view.
Fig. 2 is the enlarged drawing of C portion in Fig. 1.
Fig. 3 is the A-A sectional view of Fig. 1.
Fig. 4 is the enlarged drawing of the part D in Fig. 3.
Fig. 5 is that of the invention vibrating is oriented to cage main view.
Fig. 6 is the B-B sectional view of Fig. 5.
Wherein, 1, tunnel excavation structure lines；2, self-compacting concrete；3, it vibrates and is oriented to cage；4, penstock；5, in tunnel
Heart line；6,60 ° of arm of angle lines of tunnel；7, penstock stiffening ring；8, vertical structure reinforcing bar；9, circumferential structure reinforcing bars；10, circumferential circle
Steel；11, longitudinal round steel.
Specific embodiment
Below with reference to embodiment, the present invention is described in further detail.
It will be understood to those of skill in the art that the following example is merely to illustrate the present invention, and it should not be regarded as limiting this hair
Bright range.In the examples where no specific technique or condition is specified, described technology or conditions according to the literature in the art
Or it is carried out according to product description.Reagents or instruments used without specified manufacturer is that can be obtained by purchase
Conventional products.
As shown in figs. 1 to 6, a kind of tunnel penstock lower concrete constructing device mainly includes penstock 4, pressure
It power pipe stiffener ring 7, vertical structure reinforcing bar 8, circumferential structure reinforcing bars 9, self-compacting concrete 2 and vibrates and is oriented to the composition of cage 3；Pressure
Power pipe stiffener ring 7 is in the outside of penstock 4, outer ring of the circumferential structure reinforcing bars 9 in penstock stiffening ring 7, vertical structure
Reinforcing bar 8 is axially disposed in self-compacting concrete 2, and circumferential structure reinforcing bars 9 are with 8 binding and fixing of vertical structure reinforcing bar, guiding of vibrating
Cage 3 is arranged in self-compacting concrete 2 and is welded and fixed with vertical structure reinforcing bar 8, and close to penstock stiffening ring；Described
It vibrates and is oriented to cage 3 and is welded to form by longitudinal round steel 11 and circumferential round steel 10.
Described vibrating is oriented to cage, can the concrete hose vibrator diameter according to used in scene manufacture accordingly
Diameter；It preferably vibrates and is oriented to cage ring to 6.5 round steel interannular of φ away from for 200mm.It vibrates and is oriented to cage ring to the processing of 6.5 round steel of φ
The annulus for being 130mm at diameter, guiding 10 round steel of cage longitudinal direction φ have 8, angle arrangement at 45 °.It vibrates and is oriented to the weldering of cage longitudinal direction round steel
It is connected to the inside of circumferential round steel ring.It vibrates and is oriented to cage arc length in 60 ° of arm of angle lines of tunnel.
Penstock bottom is installed on close to stiffening ring, according to penstock cambered surface scene before use, will vibrate and be oriented to cage
Curved guide cage, and with vertical structure reinforcement welding, then according to discharge position under self-compacting concrete, need to vibrate position difference
Vibrate and is oriented to the installation of cage；In use, concrete hose vibrator is oriented to cage placement force steel pipe bottom along vibrating respectively
Portion vibrates, and difference as needed is vibrated position, moves back and forth vibrator vibrating to be oriented in cage, realizes penstock steel
The concrete construction of substrate portion is uniformly vibrated purpose in time.The present invention not only applicable penstock steel lining bottom concrete construction,
The construction of the steel lining concretes such as main building ell, spiral case can also be applicable in.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent thereof.
Claims (5)
- The tunnel pressure steel of rate 1. a kind of raising penstock steel lining concrete construction efficiency and reduction steel pipe steel lining bottom are come to nothing Bottom of the tube concrete working device, including penstock, it is characterised in that: further include penstock stiffening ring, vertical structure steel It muscle, circumferential structure reinforcing bars, self-compacting concrete and vibrates and is oriented to cage；Penstock stiffening ring is in the outside of penstock, ring To structure reinforcing bars in the outer ring of penstock stiffening ring, vertical structure reinforcing bar is axially disposed in self-compacting concrete, circumferential to tie Structure reinforcing bar and vertical structure reinforcing bar binding and fixing vibrate and are oriented to cage setting in self-compacting concrete, with vertical structure steel bar welding Connect fixed and close penstock stiffening ring；It is described vibrate to be oriented to cage and connected by longitudinal round steel with circumferential round steel form；It is described Vibrate and be oriented to the inside that cage longitudinal direction round steel is welded in circumferential round steel ring.
- 2. tunnel penstock lower concrete constructing device according to claim 1, it is characterised in that: described vibrates Cage ring is oriented to round steel interannular away from for 200mm.
- 3. tunnel penstock lower concrete constructing device according to claim 1, it is characterised in that: described vibrates It is oriented to cage ring and is processed into the annulus that diameter is 130mm with φ 6.5mm to round steel.
- 4. tunnel penstock lower concrete constructing device according to claim 1, it is characterised in that: guiding cage is longitudinal Round steel is φ 10mm, has 8, angle arrangement at 45 °.
- 5. tunnel penstock lower concrete constructing device according to claim 1, it is characterised in that: described vibrates Cage arc length is oriented in 60 ° of arm of angle lines of tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610797237.6A CN106121683B (en) | 2016-08-31 | 2016-08-31 | A kind of tunnel penstock lower concrete constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610797237.6A CN106121683B (en) | 2016-08-31 | 2016-08-31 | A kind of tunnel penstock lower concrete constructing device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106121683A CN106121683A (en) | 2016-11-16 |
| CN106121683B true CN106121683B (en) | 2019-08-02 |
Family
ID=57271533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610797237.6A Active CN106121683B (en) | 2016-08-31 | 2016-08-31 | A kind of tunnel penstock lower concrete constructing device |
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| Country | Link |
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| CN (1) | CN106121683B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113071863A (en) * | 2021-02-25 | 2021-07-06 | 中国水利水电第十四工程局有限公司 | Novel assembly type corrugated steel pipe floor |
| CN113086683A (en) * | 2021-02-25 | 2021-07-09 | 中国水利水电第十四工程局有限公司 | Blending station underground assembly type steel pipe joint environment-friendly feeding system |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2541743B2 (en) * | 1993-02-25 | 1996-10-09 | 安藤建設株式会社 | Concrete placing device for tunnel lining |
| CN201129592Y (en) * | 2007-12-24 | 2008-10-08 | 中国水电顾问集团中南勘测设计研究院 | Structure of dam rear type diversion penstock without expansion joint |
| CN201711694U (en) * | 2010-04-30 | 2011-01-19 | 葛洲坝集团第二工程有限公司 | Stiffener ring assembly positioning device |
| CN203082381U (en) * | 2012-12-26 | 2013-07-24 | 中国水电顾问集团华东勘测设计研究院 | Steel pressure pipe with functions of steel pipe stiffening ring and wall-attaching outer drainage |
| CN204025958U (en) * | 2014-08-28 | 2014-12-17 | 中国电建集团中南勘测设计研究院有限公司 | A kind of underground steel lined reinforced concrete penstock |
| CN206035506U (en) * | 2016-08-31 | 2017-03-22 | 中国水利水电第十四工程局有限公司 | Tunnel pressure steel pipe bottom concrete construction device |
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2016
- 2016-08-31 CN CN201610797237.6A patent/CN106121683B/en active Active
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| CN106121683A (en) | 2016-11-16 |
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