CN104141286A - Construction adit blocking structure - Google Patents
Construction adit blocking structure Download PDFInfo
- Publication number
- CN104141286A CN104141286A CN201410009040.2A CN201410009040A CN104141286A CN 104141286 A CN104141286 A CN 104141286A CN 201410009040 A CN201410009040 A CN 201410009040A CN 104141286 A CN104141286 A CN 104141286A
- Authority
- CN
- China
- Prior art keywords
- construction
- arch
- hole
- occluding body
- adit
- 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
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The invention discloses a construction adit blocking structure which comprises a construction adit, wherein two adit baffle plates are connected to the top and the bottom of the construction adit and connected through reinforcement bar support pillars which penetrate through the two adit baffle plates, a maintenance passageway is arranged between the two adit baffle plates, a maintenance door is arranged in the middle of the maintenance passage, penetrates through the middle of the maintenance passage and is connected with an arch blocking body, an upstream face is arranged on the side surface of the arch blocking body, upper and lower ends of the arch blocking body are supported on the adit baffle plates on two sides, one side of the arch blocking body is connected with a blockage section, the longitudinal section of the blockage section is small in two ends and large in the middle, a diversion tunnel is arranged in the blockage section, and a pressure tunnel is formed between the arch blocking body and the diversion tunnel. The construction adit blocking structure is suitable for permanent blockage of middle and low water head hydraulic tunnel construction adits or temporary blockage of a main tunnel of a hydraulic tunnel, the workload of blockage construction is small, the blocking effect is good, and the hydraulic pressure damage risk can be reduced effectively.
Description
Technical field
The present invention relates to a kind of plugging structure, particularly hole plugging structure is propped up in a kind of construction.
Background technology
The hole later stage is propped up in the construction of water conservancy project pressurized tunnel all needs to carry out shutoff, conventional occluding body arrangement is the whole fill concretes of a certain length hole section in a construction hole, utilize blocking concrete and diversion tunnel around friction and the bonding force opposing upper water pressure of rock, and be aided with the measures such as joint bar, consolidation grouting and backfill grouting.This shutoff mode exists certain problem, and the one, blocking concrete and the crown of diversion tunnel barrel and the adhesive effect of abutment wall are very not good, have larger potential safety hazard; The 2nd, adopt the length of this shutoff mode blocking concrete longer, engineering quantity is large, and cost of investment is high.The occluding body construction of construction hole is generally arranged in after hydraulic tunnel integral construction completes to be carried out, and need take the engineering straight line duration, and if routinely plug carry out shutoff, can strengthen later stage projects amount and difficulty of construction.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, provide in a kind of being applicable to, low water head hydraulic tunnel construction the permanent shutoff in hole or the main hole of a hydraulic tunnel temporary blocking, and plugging construction workload is little, hole plugging structure is propped up in the construction that plugging effect is good.
To achieve these goals, the technical solution used in the present invention is such: hole plugging structure is propped up in construction of the present invention, comprise a construction hole, a construction top, hole and bottom are all connected with a hole baffle plate, two hole baffle plates connect by reinforcement bar support dagger, and reinforcement bar support dagger arranges through two hole baffle plates, between two hole baffle plates, be provided with access path, access path middle part offers access door, access door is connected with arch occluding body through access path middle part, arch occluding body side is upstream face, the upper and lower two end supports of arch occluding body is on a hole baffle plate of both sides, arch occluding body one side is connected with block section, vertical section, block section is block section broad in the middle small in ends, in block section, be provided with diversion tunnel, between arch occluding body and diversion tunnel, form and press tunnel, block section arranges near reinforcement bar support dagger.
Further, as a kind of concrete form of structure, arch occluding body of the present invention is Eccentric Circular Ring one section.
Further, as a kind of concrete form of structure, the circular arc Plane Angle of arch occluding body of the present invention is between 100 to 120 degree.
Further, as a kind of concrete form of structure, between arch occluding body upstream face of the present invention and access door and block section, be reserved with and fill seam.
Further, as a kind of concrete form of structure, in filling seam of the present invention, be provided with packing material.
Compared with prior art, the invention has the advantages that: during a present invention construction hole plugging structure is applicable to, the construction of low water head hydraulic tunnel the permanent shutoff in hole or the main hole of a hydraulic tunnel temporary blocking, and plugging construction workload is little, plugging effect is good, and can effectively reduce the risk that water pressure is destroyed.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
In figure: 1. a hole baffle plate; 2. access path; 3. access door; 4. arch occluding body; 5. press tunnel; 6. block section; 7. diversion tunnel; 8. reinforcement bar support dagger; 9. hole is propped up in construction.
The specific embodiment
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, basic structure of the present invention is only described in a schematic way, so it only show the formation relevant with the present invention.
The preferred embodiment of the present invention's construction hole plugging structure as shown in Figure 1, comprise a construction hole 9, construction 9 top, hole and bottom are all connected with a hole baffle plate 1, two hole baffle plates 1 connect by reinforcement bar support dagger 8, and reinforcement bar support dagger 8 arranges through two hole baffle plates 1, between two hole baffle plates 1, be provided with access path 2, access path 2 middle parts offer access door 3, access door 3 is connected with arch occluding body 4 through access path 2 middle parts, arch occluding body 4 sides are upstream face, arch occluding body is two end supports propping up on hole baffle plate 1 in both sides Shang Xia 4, arch occluding body 4 one sides are connected with block section 6, 6 vertical sections, block section are block section broad in the middle 6 small in ends, in block section 6, be provided with diversion tunnel 7, between arch occluding body 4 and diversion tunnel 7, form and press tunnel 5, block section 6 arranges near reinforcement bar support dagger 8, described arch occluding body 4 is Eccentric Circular Ring one section, the circular arc Plane Angle of described arch occluding body 4 is between 100 to 120 degree, between described arch occluding body 4 upstream faces and access door 3 and block section 6, be reserved with and fill seam, in described filling seam, be provided with packing material.
During a present invention construction hole plugging structure is applicable to, the construction of low water head hydraulic tunnel the permanent shutoff in hole or the main hole of a hydraulic tunnel temporary blocking, and plugging construction workload is little, plugging effect is good, and can effectively reduce the risk that water pressure is destroyed.The circular arc Plane Angle of described arch occluding body 4 is that between 100 to 120 degree, plugging effect is better; Between described arch occluding body 4 upstream faces and access door 3 and block section 6, be reserved with and fill seam, make its sealing effectiveness good.
The above-mentioned foundation desirable embodiment of the present invention of take is enlightenment, and by above-mentioned description, relevant staff can, within not departing from the scope of this invention technological thought, carry out various change and modification completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to claim scope.
Claims (5)
1. hole plugging structure is propped up in a construction, comprise a construction hole, it is characterized in that: a construction top, hole and bottom are all connected with a hole baffle plate, two hole baffle plates connect by reinforcement bar support dagger, and reinforcement bar support dagger arranges through two hole baffle plates, between two hole baffle plates, be provided with access path, access path middle part offers access door, access door is connected with arch occluding body through access path middle part, arch occluding body side is upstream face, the upper and lower two end supports of arch occluding body is on a hole baffle plate of both sides, arch occluding body one side is connected with block section, vertical section, block section is block section broad in the middle small in ends, in block section, be provided with diversion tunnel, between arch occluding body and diversion tunnel, form and press tunnel, block section arranges near reinforcement bar support dagger.
2. hole plugging structure is propped up in construction according to claim 1, it is characterized in that: described arch occluding body is Eccentric Circular Ring one section.
3. hole plugging structure is propped up in construction according to claim 1, it is characterized in that: the circular arc Plane Angle of described arch occluding body is between 100 to 120 degree.
4. hole plugging structure is propped up in construction according to claim 1, it is characterized in that: between described arch occluding body upstream face and access door and block section, be reserved with and fill seam.
5. hole plugging structure is propped up in construction according to claim 4, it is characterized in that: in described filling seam, be provided with packing material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410009040.2A CN104141286A (en) | 2014-01-09 | 2014-01-09 | Construction adit blocking structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201410009040.2A CN104141286A (en) | 2014-01-09 | 2014-01-09 | Construction adit blocking structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN104141286A true CN104141286A (en) | 2014-11-12 |
Family
ID=51850605
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201410009040.2A Pending CN104141286A (en) | 2014-01-09 | 2014-01-09 | Construction adit blocking structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN104141286A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110004958A (en) * | 2019-04-02 | 2019-07-12 | 武大巨成结构股份有限公司 | A kind of underwater prestress steel cofferdam device of bottom sky formula for active well of fetching water |
CN114808852A (en) * | 2022-05-20 | 2022-07-29 | 中水北方勘测设计研究有限责任公司 | A import plugging device for tunnel overhauls |
CN114837135A (en) * | 2022-05-16 | 2022-08-02 | 水利部交通运输部国家能源局南京水利科学研究院 | Plugging system and plugging method for hydraulic tunnel |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005023514A (en) * | 2003-06-30 | 2005-01-27 | Sumitomo Metal Ind Ltd | Water cut-off joint structure and its construction method |
CN202298577U (en) * | 2011-10-26 | 2012-07-04 | 中国水电顾问集团成都勘测设计研究院 | Plugging structure for diversion tunnel |
CN203081467U (en) * | 2013-01-10 | 2013-07-24 | 中国水电顾问集团华东勘测设计研究院 | Pressure tunnel arched plugging structure |
CN203270529U (en) * | 2013-05-31 | 2013-11-06 | 中国水电顾问集团成都勘测设计研究院 | Adit blocking structure for pressure tunnel construction |
CN203782644U (en) * | 2014-01-09 | 2014-08-20 | 成都绿迪科技有限公司 | Construction adit sealing structure |
-
2014
- 2014-01-09 CN CN201410009040.2A patent/CN104141286A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005023514A (en) * | 2003-06-30 | 2005-01-27 | Sumitomo Metal Ind Ltd | Water cut-off joint structure and its construction method |
CN202298577U (en) * | 2011-10-26 | 2012-07-04 | 中国水电顾问集团成都勘测设计研究院 | Plugging structure for diversion tunnel |
CN203081467U (en) * | 2013-01-10 | 2013-07-24 | 中国水电顾问集团华东勘测设计研究院 | Pressure tunnel arched plugging structure |
CN203270529U (en) * | 2013-05-31 | 2013-11-06 | 中国水电顾问集团成都勘测设计研究院 | Adit blocking structure for pressure tunnel construction |
CN203782644U (en) * | 2014-01-09 | 2014-08-20 | 成都绿迪科技有限公司 | Construction adit sealing structure |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110004958A (en) * | 2019-04-02 | 2019-07-12 | 武大巨成结构股份有限公司 | A kind of underwater prestress steel cofferdam device of bottom sky formula for active well of fetching water |
CN110004958B (en) * | 2019-04-02 | 2022-08-26 | 武大巨成结构股份有限公司 | Bottom-hollow type underwater prestressed steel cofferdam device for water taking working well |
CN114837135A (en) * | 2022-05-16 | 2022-08-02 | 水利部交通运输部国家能源局南京水利科学研究院 | Plugging system and plugging method for hydraulic tunnel |
CN114808852A (en) * | 2022-05-20 | 2022-07-29 | 中水北方勘测设计研究有限责任公司 | A import plugging device for tunnel overhauls |
CN114808852B (en) * | 2022-05-20 | 2024-03-29 | 中水北方勘测设计研究有限责任公司 | Inlet plugging device for tunnel overhaul |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102628352B (en) | Multi-section fixed point hydraulic fracturing method | |
CA3022748C (en) | Method for recovering room-mining coal pillars by solid filling in synergy with artificial pillars | |
CN102434194B (en) | Gas drainage drill hole structure formed in coal layer and method for fabricating same | |
CN107605498B (en) | Construction method for horizontal grouting reinforcement structure of end head of shield tunnel in water-rich sandy pebble stratum | |
CN204552783U (en) | A kind of loess tunnel vertical deformation control structure | |
CN206477871U (en) | A kind of gob side entry driving coal column is reinforced with swollen locking-type two-ended cables | |
CN204511478U (en) | A kind of self-feeding anchor pile structure | |
CN203488189U (en) | Tunnel structure for emptying renovation | |
CN202946188U (en) | Gas extraction drilling hole multiphase medium plugging device | |
CN106050302A (en) | Constructing system and method for coal mine permanent sealing wall | |
CN104141286A (en) | Construction adit blocking structure | |
CN105064280A (en) | Tunnel underground river water burst blockage construction method | |
CN108868827A (en) | Km deep-well high-ground stress combination of steel rope injection hole sealing device and method for sealing | |
CN202131618U (en) | Seepage-prevention joint device for underground diaphragm wall | |
CN208456572U (en) | Packaged type hydraulic fracturing and injection hole sealing integrated apparatus | |
CN204960882U (en) | Coal mine underground hydraulic fracturing drilling and hole sealing device | |
CN210977395U (en) | Slip casting hole sealing device | |
CN203782644U (en) | Construction adit sealing structure | |
CN202788739U (en) | High pressure water inrush point non-pressure plugging structure | |
CN205370587U (en) | Broken country rock deep hole slip casting reinforcing apparatus in colliery | |
CN204921007U (en) | Process systems is strutted in stock slip casting | |
CN206570813U (en) | Diaphram wall toe of wall grouting behind shaft or drift lining constructing device | |
CN202467865U (en) | Combined hydraulic high-pressure tunnel plug | |
CN202220617U (en) | Drilling extraction hole plugging device | |
CN104612625A (en) | Hole sealing device for low-permeability coal bed gas-phase fracturing drilling |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20141112 |