CN110424337A - Precast Gallery for RCC dam - Google Patents
Precast Gallery for RCC dam Download PDFInfo
- Publication number
- CN110424337A CN110424337A CN201910796093.6A CN201910796093A CN110424337A CN 110424337 A CN110424337 A CN 110424337A CN 201910796093 A CN201910796093 A CN 201910796093A CN 110424337 A CN110424337 A CN 110424337A
- Authority
- CN
- China
- Prior art keywords
- gallery
- half side
- precast
- socket
- precast gallery
- 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.)
- Pending
Links
- 239000000565 sealant Substances 0.000 claims abstract description 8
- 239000003292 glue Substances 0.000 claims abstract description 5
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 3
- 239000004587 polysulfide sealant Substances 0.000 claims description 3
- 239000004588 polyurethane sealant Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 239000004590 silicone sealant Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 13
- 230000008901 benefit Effects 0.000 abstract description 9
- 238000009434 installation Methods 0.000 abstract description 7
- 238000012423 maintenance Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000011229 interlayer Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B7/00—Barrages or weirs; Layout, construction, methods of, or devices for, making same
- E02B7/02—Fixed barrages
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a kind of Precast Galleries for RCC dam, it is characterized in that, including the first half side Precast Gallery with bellmouth and the second half side Precast Gallery with socket, the socket of the bellmouth of first half side Precast Gallery and the second half side Precast Gallery assembles to form one section of complete gallery, the bellmouth of first half side Precast Gallery is located at the top of gallery arc, bellmouth is provided with slot, water-stop glue band is equipped on slot groove face, the socket of second half side Precast Gallery is located at the top of gallery arc, plug is provided on socket, end and base contact surface are equipped with sealant before and after the first half side Precast Gallery and the second half side Precast Gallery.The present invention, which has, facilitates installation, and without maintenance, without fixing, from steady, saving storehouse surface rolls space, the advantages that without dismantling, and can give full play of the advantage of RCC dam rapid construction.
Description
Technical field
The present invention relates to a kind of Precast Gallery, especially a kind of Precast Gallery of RCC dam.
Background technique
RCC dam is that the commonly used dam type in China quickly rolls it is advantageous that thin layer leads to storehouse rapid construction,
But excessive gallery template erection process is various, can occupy storehouse surface for the storehouse time, cause the interlayer intermittent time too long, influence interlayer
In conjunction with especially severe cold area is even more unfavorable, and the advantage of RCC dam rapid construction is made to be difficult to bring into play, past
Toward causing plan time to delay, causes damages to unit in charge of construction, entire construction organization plan is adversely affected, is shifted to an earlier date to hinge
It plays benefit and brings difficulty.
Therefore, how in gallery work progress, simplify operational procedure, more simplify Corridor Design, shorten storehouse surface
The standby storehouse time, so that the advantage of RCC dam rapid construction is brought into play, it is a urgent problem to be solved.
Summary of the invention
The technical problem to be solved by the invention is to provide a kind of Precast Galleries for RCC dam, are not necessarily to frame
If template, without maintenance, storehouse surface space is saved in live handling installation, and the later period without disassembly, saves construction cost, can sufficiently send out
Wave the advantage of RCC dam rapid construction.
To solve the above-mentioned problems, the technical scheme adopted by the invention is that: it is a kind of for the prefabricated of RCC dam
Gallery, which is characterized in that the second half side Precast Gallery including having the first half side Precast Gallery of bellmouth and with socket, the
The socket of the bellmouth of one half side Precast Gallery and the second half side Precast Gallery assembles to form one section of complete gallery, and first is half side prefabricated
The bellmouth of gallery is located at the top of gallery arc, and bellmouth is provided with slot, water-stop glue band is equipped on slot groove face, second is half side prefabricated
The socket of gallery is located at the top of gallery arc, plug is provided on socket, in the first half side Precast Gallery and the second half side prefabricated corridor
The front and back end in road and base contact surface are equipped with sealant.
The structure of the first half side Precast Gallery and the second half side Precast Gallery is that arc gallery side wall is connected to bottom
The middle part of plate pedestal, the integral prefabricated reinforced concrete structure into from steady structure.
The thickness of the first half side Precast Gallery and the second half side Precast Gallery is equal.
The sealant is polysulfide sealant, polyurethane sealant or silicone sealant.
The first half side Precast Gallery and the second half side Precast Gallery with a thickness of 30~40cm, length is 2.5~3m.
Beneficial effects of the present invention: without setting up template, without maintenance, storehouse surface space, later period are saved in live handling installation
Without disassembly, construction cost is saved, the advantage of RCC dam rapid construction can be given full play to.
Detailed description of the invention
Fig. 1 is perspective view of the present invention for the Precast Gallery of RCC dam.
Fig. 2 is the field erected schematic diagram of Fig. 1.
Specific embodiment
Invention is further described in detail with reference to the accompanying drawings and detailed description:
As shown in Figure 1, 2, the Precast Gallery for RCC dam of the invention, it is half side including first with bellmouth
Precast Gallery 2 and the second half side Precast Gallery 3 with socket, the bellmouth of the first half side Precast Gallery 2 and second half side prefabricated
The socket of gallery 3 assembles to form one section of complete gallery, and the bellmouth of the first half side Precast Gallery 2 is located at the top of gallery arc, and bellmouth is set
It is equipped with slot 4, water-stop glue band 5 is equipped on 4 groove face of slot, the socket of the second half side Precast Gallery 3 is located at the top of gallery arc, inserts
It is provided with plug 6 on mouthful, end and base contact surface before and after the first half side Precast Gallery 2 and the second half side Precast Gallery 3
It is equipped with sealant 7.
Specifically, the structure of the first half side Precast Gallery 2 and the second half side Precast Gallery 3 is arc gallery side
Wall is connected to the middle part of bottom plate pedestal 1, the integral prefabricated reinforced concrete structure into from steady structure.Described first is half side prefabricated
The thickness of gallery 2 and the second half side Precast Gallery 3 is equal.The sealant 7 is polysulfide sealant, polyurethane sealant or silicone
Sealant.
The first half side Precast Gallery 2 and the second half side Precast Gallery 3 with a thickness of 30~40cm, length is 2.5~
3m。
Live handling installation, is directed at the first half side 2 arc of Precast Gallery for the plug 6 at the top of the second half side 3 arc of Precast Gallery
The decentralization of slot 4 at top is blocked, and the water-stop glue band 5 on slot 4 plays sealing effect after being extruded.When gallery connects section installation,
The sealant 7 of gallery end can play the role of sealing water proof every slurry.
Precast Gallery of the present invention, size is tailor-made according to design requirement, and gallery uses prefabrication, conserves, and after finished product, is transported to
Live handling installation, twice end and stitching position are equipped with measures of preventing water, prevent gallery from seeping water, then in mounted gallery two
Side making concrete carries out rolling completion construction.The invention avoids tear open in RCC dam gallery template in construction process
That unloads is cumbersome, avoids and becomes smaller bring inconvenience because template erection to roll storehouse surface.The present invention, which has, facilitates installation, without supporting
Shield from steady, save storehouse surface and rolls space without fixing, and the advantages that without dismantling, and it is fast to give full play of RCC dam
The advantage of speed construction.
The above embodiments are merely to illustrate technical idea and feature of the invention, and its object is to make skill in the art
Art personnel only cannot limit the scope of the patents of the invention with the present embodiment it will be appreciated that the contents of the present invention and implement accordingly,
Same changes or modifications made by i.e. all disclosed spirit, still fall in the scope of the patents of the invention.
Claims (5)
1. a kind of Precast Gallery for RCC dam, which is characterized in that the first half side prefabricated corridor including having bellmouth
Road (2) and the second half side Precast Gallery (3) with socket, the bellmouth of the first half side Precast Gallery (2) and second half side prefabricated
The socket of gallery (3) assembles to form one section of complete gallery, and the bellmouth of the first half side Precast Gallery (2) is located at the top of gallery arc, holds
Mouth is provided with slot (4), is equipped with water-stop glue band (5) on slot (4) groove face, and the socket of the second half side Precast Gallery (3) is located at
At the top of gallery arc, plug (6) are provided on socket, before the first half side Precast Gallery (2) and the second half side Precast Gallery (3)
Follower head and base contact surface are equipped with sealant (7).
2. being used for the Precast Gallery of RCC dam according to claim 1, which is characterized in that described first is half side prefabricated
The structure of gallery (2) and the second half side Precast Gallery (3) is the middle part that arc gallery side wall is connected to bottom plate pedestal (1), whole
The prefabricated reinforced concrete structure into from steady structure of body.
3. being used for the Precast Gallery of RCC dam according to claim 1, which is characterized in that described first is half side prefabricated
Gallery (2) and the thickness of the second half side Precast Gallery (3) are equal.
4. being used for the Precast Gallery of RCC dam according to claim 1, which is characterized in that the sealant (7) is
Polysulfide sealant, polyurethane sealant or silicone sealant.
5. being used for the Precast Gallery of RCC dam according to claim 1, which is characterized in that described first is half side prefabricated
Gallery (2) and the second half side Precast Gallery (3) with a thickness of 30~40cm, length is 2.5~3m.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910796093.6A CN110424337A (en) | 2019-08-27 | 2019-08-27 | Precast Gallery for RCC dam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201910796093.6A CN110424337A (en) | 2019-08-27 | 2019-08-27 | Precast Gallery for RCC dam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN110424337A true CN110424337A (en) | 2019-11-08 |
Family
ID=68416098
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201910796093.6A Pending CN110424337A (en) | 2019-08-27 | 2019-08-27 | Precast Gallery for RCC dam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110424337A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111005353A (en) * | 2019-12-27 | 2020-04-14 | 中水北方勘测设计研究有限责任公司 | A precast concrete movable formwork subassembly for construction of concrete dam back slope |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202055263U (en) * | 2011-04-21 | 2011-11-30 | 中国水利水电第五工程局有限公司 | Reinforced concrete corridor |
CN203669880U (en) * | 2013-12-31 | 2014-06-25 | 西南交通大学 | Assembly type tunnel lining segment |
CN204531414U (en) * | 2015-04-23 | 2015-08-05 | 李春奇 | Building pipe hole to be provided special tool |
CN105951876A (en) * | 2016-05-04 | 2016-09-21 | 东北大学 | Cover plate type precast concrete urban comprehensive pipe gallery and construction method thereof |
CN107366258A (en) * | 2017-08-31 | 2017-11-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Prefabricated gallery structure in roller compacted concrete dam adopting buckle connection and implementation method |
CN109356126A (en) * | 2018-11-22 | 2019-02-19 | 中水电第十工程局(郑州)有限公司 | Double of Precast Gallery structure and gallery construction method |
CN210621629U (en) * | 2019-08-27 | 2020-05-26 | 中水北方勘测设计研究有限责任公司 | A prefabricated corridor for roller compacted concrete dam |
-
2019
- 2019-08-27 CN CN201910796093.6A patent/CN110424337A/en active Pending
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202055263U (en) * | 2011-04-21 | 2011-11-30 | 中国水利水电第五工程局有限公司 | Reinforced concrete corridor |
CN203669880U (en) * | 2013-12-31 | 2014-06-25 | 西南交通大学 | Assembly type tunnel lining segment |
CN204531414U (en) * | 2015-04-23 | 2015-08-05 | 李春奇 | Building pipe hole to be provided special tool |
CN105951876A (en) * | 2016-05-04 | 2016-09-21 | 东北大学 | Cover plate type precast concrete urban comprehensive pipe gallery and construction method thereof |
CN107366258A (en) * | 2017-08-31 | 2017-11-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Prefabricated gallery structure in roller compacted concrete dam adopting buckle connection and implementation method |
CN109356126A (en) * | 2018-11-22 | 2019-02-19 | 中水电第十工程局(郑州)有限公司 | Double of Precast Gallery structure and gallery construction method |
CN210621629U (en) * | 2019-08-27 | 2020-05-26 | 中水北方勘测设计研究有限责任公司 | A prefabricated corridor for roller compacted concrete dam |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111005353A (en) * | 2019-12-27 | 2020-04-14 | 中水北方勘测设计研究有限责任公司 | A precast concrete movable formwork subassembly for construction of concrete dam back slope |
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