CN202469300U - Connection structure between two grout pipes - Google Patents
Connection structure between two grout pipes Download PDFInfo
- Publication number
- CN202469300U CN202469300U CN2012200913482U CN201220091348U CN202469300U CN 202469300 U CN202469300 U CN 202469300U CN 2012200913482 U CN2012200913482 U CN 2012200913482U CN 201220091348 U CN201220091348 U CN 201220091348U CN 202469300 U CN202469300 U CN 202469300U
- Authority
- CN
- China
- Prior art keywords
- grout
- pipes
- grouting
- grout pipes
- sealing gasket
- 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
- 239000011440 grout Substances 0.000 title claims description 48
- 238000007789 sealing Methods 0.000 claims description 20
- 238000000034 method Methods 0.000 abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 abstract description 2
- 238000005266 casting Methods 0.000 description 3
- 238000007596 consolidation process Methods 0.000 description 3
- 239000011382 roller-compacted concrete Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000032683 aging Effects 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 206010016256 fatigue Diseases 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000035488 systolic blood pressure Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 230000035882 stress Effects 0.000 description 1
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Abstract
本实用新型公开了一种两根灌浆管之间的连接结构。包括待连接的两根灌浆管（1）；两根灌浆管（1）的连接端分别设有连接法兰（2），两个连接法兰（2）经螺栓（3）连接。本实用新型具有如下优点：灌浆管与连接法兰一次铸造成型，结构简易；两根灌浆管通过法兰螺栓锚固，接口性好，受施工干扰小；两根灌浆管为锚固刚性连接，受灌浆压力影响小，重复利用率高，灌浆保证率高；采用常规普通橡胶垫片止浆（止水），材料要求不高；现场拼装工艺简单可靠。
The utility model discloses a connection structure between two grouting pipes. It includes two grouting pipes (1) to be connected; the connecting ends of the two grouting pipes (1) are respectively provided with connecting flanges (2), and the two connecting flanges (2) are connected by bolts (3). The utility model has the following advantages: the grouting pipe and the connecting flange are casted at one time, and the structure is simple; the two grouting pipes are anchored by flange bolts, the interface is good, and the construction interference is small; The impact of pressure is small, the reuse rate is high, and the grouting guarantee rate is high; conventional rubber gaskets are used to stop grouting (water stop), and the material requirements are not high; the on-site assembly process is simple and reliable.
Description
Technical field
the utility model relates to the linkage structure between a kind of two grout pipes, belongs to the rolled concrete arch dam transverse joint or induces the repetition grout pipe joint interconnection technique field in the seam repetition grouting system.
Background technique
The common repetition grout pipe that adopts of
rolled concrete arch dam, present two grout pipes link together through gum sleeve, and the two grout pipe terminations of systolic pressure parcel through gum sleeve form and are connected in series.The shortcoming that adopts gum sleeve to connect is following: 1. gum sleeve need pass through and could connect the grouting steel pipe after preheating is expanded, and is not easy to on-site consolidation; 2. the grout pipe end of two series connection is groove butt joints, and the gum sleeve connection through relative flexibility is prone to phenomenons such as dislocation, the assembly unit difficult quality guarantee; 3. the quality requirement to gum sleeve is high, owing to contact with percolating water with concrete for a long time, gum sleeve is prone to corruption and aging; 4. after twice grouting pressure effect in early stage 1, gum sleeve fatiguability and be difficult to reset causes grout pipe radius off-set joint, influences the later stage grouting effect.
Summary of the invention
The purpose of
the utility model is, the linkage structure between a kind of two grout pipes is provided.Assembly unit is convenient and reliable, stress condition good, load performance is high, good endurance, can be widely used in middle and high rolled concrete arch dam transverse joint or induce the grout pipe of seam repetition grouting system to connect, to overcome the deficiency of existing technology.
The technological scheme of the utility model:
Linkage structure between
two grout pipes comprises two grout pipes to be connected; The connecting end of two grout pipes is respectively equipped with adpting flange, and two adpting flanges connect through bolt.
In the linkage structure between
aforementioned two grout pipes, be provided with sealing gasket between said two adpting flanges.
In the linkage structure between
aforementioned two grout pipes, said two adpting flanges are provided with the one group of attachment hole that is uniformly distributed with along adpting flange.
In the linkage structure between
aforementioned two grout pipes, the cast tube that said adpting flange and grout pipe are structure as a whole.
In the linkage structure between
aforementioned two grout pipes, said sealing gasket is and the corresponding ring-shaped rubber spare of adpting flange shape that the ring surface of sealing gasket is provided with the through hole corresponding with attachment hole.
In the linkage structure between
aforementioned two grout pipes, be provided with bolt in the attachment hole of said two adpting flanges and the through hole of sealing gasket, the attachment hole of two adpting flanges of bolt-through and the through hole of sealing gasket are connected with nut thread.
Compared with prior art, the utlity model has following advantage:
1, grout pipe and the moulding of adpting flange one-step casting, simple structure.
2, two grout pipes are through the flange bolt anchoring, and interface property is good, and it is little disturbed by construction.
3, two grout pipes are that anchoring is rigidly connected, and it is little influenced by grouting pressure, and recycling rate of waterused is high, and the grouting fraction is high.
4, the conventional General Purpose Rubber pad of employing end slurry (sealing), and material requirements is not high.
5, on-site consolidation simple and reliable process.
Description of drawings
Fig. 1 is the structural representation of the utility model;
Fig. 2 is the schematic representation that the utility model links together;
Fig. 3 is present linkage structure schematic representation.
Being labeled as in
accompanying drawing: 1-grout pipe, 2-adpting flange, 3-bolt, 4-sealing gasket, 5-attachment hole, 6-through hole, 7-nut, 8-gum sleeve.
Embodiment
are done further to specify to the utility model below in conjunction with accompanying drawing and embodiment, but not as any restriction to the utility model.
Linkage structure between
a kind of two grout pipes, as depicted in figs. 1 and 2.Comprise two grout pipes 1 to be connected; The connecting end of two grout pipes 1 is respectively equipped with 2, two adpting flanges 2 of adpting flange and connects through bolt 3.Be provided with sealing gasket 4 between two adpting flanges 2.Two adpting flanges 2 are provided with the one group of attachment hole 5 that is uniformly distributed with along adpting flange 2.The cast tube that adpting flange 2 and grout pipe 1 are structure as a whole.Sealing gasket 4 is and the corresponding ring-shaped rubber spare of adpting flange 2 shapes, and the ring surface of sealing gasket 4 is provided with the through hole 6 corresponding with attachment hole 5.Be provided with bolt 3 in the attachment hole 5 of two adpting flanges 2 and the through hole 6 of sealing gasket 4, bolt 3 runs through the attachment hole 5 of two adpting flanges 2 and the through hole 6 of sealing gasket 4 is threaded with nut 7.
The utility model practical implementation process
embodiment.The utility model in the specific implementation; As depicted in figs. 1 and 2; Grout pipe 1 adopts casting technique, and adpting flange 2 one-step castings of part of the light pipe in the middle of the grout pipe 1 and end are accomplished, make in the middle of the grout pipe 1 light pipe partly and the adpting flange 2 of end fuse.Adpting flange 2 is provided with three attachment holes 5 that are uniformly distributed with along adpting flange 2.When two grout pipes 1 connect; Ring-shaped rubber spare of pad is as sealing gasket 4 between the adpting flange 2 of two grout pipes 1; Sealing gasket 4 is provided with and adpting flange 2 corresponding through holes 6; Be applied in the through hole 6 of attachment hole 5 and sealing gasket 4 of two adpting flanges 2 with three bolts 3 then, at the bolt 3 threaded end nut 7 of screwing on, with two grout pipes 1 linking together tightly.
Fig. 3 is two linkage structures that grout pipe is present, and two grout pipes link together through gum sleeve 8, and the two grout pipe terminations of systolic pressure parcel through gum sleeve 8 form and are connected in series.The shortcoming that adopts gum sleeve to connect is following: 1. gum sleeve need pass through and could connect the grouting steel pipe after preheating is expanded, and is not easy to on-site consolidation; 2. the grout pipe end of two series connection is groove butt joints, and the gum sleeve connection through relative flexibility is prone to phenomenons such as dislocation, the assembly unit difficult quality guarantee; 3. the quality requirement to gum sleeve is high, owing to contact with percolating water with concrete for a long time, gum sleeve is prone to corruption and aging; 4. after twice grouting pressure effect in early stage 1, gum sleeve fatiguability and be difficult to reset causes grout pipe radius off-set joint, influences the later stage grouting effect.
Claims (6)
1. the linkage structure between two grout pipes comprises two grout pipes (1) to be connected; It is characterized in that: the connecting end of two grout pipes (1) is respectively equipped with adpting flange (2), and two adpting flanges (2) connect through bolt (3).
2. according to the linkage structure between said two grout pipes of claim 1, it is characterized in that: be provided with sealing gasket (4) between said two adpting flanges (2).
3. according to the linkage structure between said two grout pipes of claim 2, it is characterized in that: said two adpting flanges (2) are provided with the one group of attachment hole (5) that is uniformly distributed with along adpting flange (2).
4. according to the linkage structure between said two grout pipes of claim 3, it is characterized in that: the cast tube that said adpting flange (2) and grout pipe (1) are structure as a whole.
5. according to the linkage structure between said two grout pipes of claim 4; It is characterized in that: said sealing gasket (4) is and the corresponding ring-shaped rubber spare of adpting flange (2) shape that the ring surface of sealing gasket (4) is provided with the through hole (6) corresponding with attachment hole (5).
6. according to the linkage structure between said two grout pipes of claim 5; It is characterized in that: be provided with bolt (3) in the attachment hole (5) of said two adpting flanges (2) and the through hole (6) of sealing gasket (4), bolt (3) runs through the attachment hole (5) of two adpting flanges (2) and the through hole (6) of sealing gasket (4) is threaded with nut (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200913482U CN202469300U (en) | 2012-03-13 | 2012-03-13 | Connection structure between two grout pipes |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012200913482U CN202469300U (en) | 2012-03-13 | 2012-03-13 | Connection structure between two grout pipes |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202469300U true CN202469300U (en) | 2012-10-03 |
Family
ID=46917458
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012200913482U Expired - Fee Related CN202469300U (en) | 2012-03-13 | 2012-03-13 | Connection structure between two grout pipes |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202469300U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173597A (en) * | 2019-04-19 | 2019-08-27 | 东莞建晖纸业有限公司 | Method for quickly installing manhole or pipeline in pulp tank and white water tank of paper mill |
| CN111706339A (en) * | 2020-05-28 | 2020-09-25 | 北京城建中南土木工程集团有限公司 | Shield constructs out-of-earth blowout preventer |
-
2012
- 2012-03-13 CN CN2012200913482U patent/CN202469300U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173597A (en) * | 2019-04-19 | 2019-08-27 | 东莞建晖纸业有限公司 | Method for quickly installing manhole or pipeline in pulp tank and white water tank of paper mill |
| CN111706339A (en) * | 2020-05-28 | 2020-09-25 | 北京城建中南土木工程集团有限公司 | Shield constructs out-of-earth blowout preventer |
| CN111706339B (en) * | 2020-05-28 | 2021-11-23 | 北京城建中南土木工程集团有限公司 | Shield constructs out-of-earth blowout preventer |
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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 |
Granted publication date: 20121003 Termination date: 20180313 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |