CN206386125U - A kind of inside interstitital texture of built-in groove - Google Patents
A kind of inside interstitital texture of built-in groove Download PDFInfo
- Publication number
- CN206386125U CN206386125U CN201621315685.XU CN201621315685U CN206386125U CN 206386125 U CN206386125 U CN 206386125U CN 201621315685 U CN201621315685 U CN 201621315685U CN 206386125 U CN206386125 U CN 206386125U
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- China
- Prior art keywords
- cavity
- filler
- cell body
- built
- groove
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- 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
- 239000000945 filler Substances 0.000 claims abstract description 89
- 210000005056 cell body Anatomy 0.000 claims abstract description 76
- 239000000463 material Substances 0.000 claims description 15
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- UOZOCOQLYQNHII-UHFFFAOYSA-N 6-bromo-2-(6-bromo-3-hydroxy-1H-indol-2-yl)indol-3-one Chemical compound [O-]c1c([nH]c2cc(Br)ccc12)C1=[NH+]c2cc(Br)ccc2C1=O UOZOCOQLYQNHII-UHFFFAOYSA-N 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 239000011797 cavity material Substances 0.000 description 117
- 230000000694 effects Effects 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 9
- 238000005260 corrosion Methods 0.000 description 7
- 230000007797 corrosion Effects 0.000 description 7
- 238000005553 drilling Methods 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000009825 accumulation Methods 0.000 description 2
- 230000002411 adverse Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000010009 beating Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000003628 erosive effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
The utility model provides a kind of inside interstitital texture of built-in groove, and it includes：Pour in section of jurisdiction, have with the pre-buried cell body for having perforate on hollow structure cavity and end face, and the pre-buried cell body in the cavity between the end face of perforate and the outer face of section of jurisdiction, the cavity, perforate and cavity filled with filler.A kind of inside interstitital texture of built-in groove of the present utility model, it is simple in construction, can be suitable for large-diameter shield construction.
Description
Technical field
The utility model is related to Construction Technique of Underground Works field, is filled more particularly, to a kind of inside of built-in groove
Structure.
Background technology
In underground engineering construction, in such as subway work, constructing tunnel, using chemistry more than the installation of pipeline or electromechanical equipment
Bar planting or the mode for beating expansion bolt, but these modes are being required for the drilling on existing structure.It may be touched during drilling
To structure reinforcing bars, certain damage is caused in itself to structure, influence structure durability.Also, under underground environment, easily by corruption
Erosion, chemically-planted steel bar or to beat the service life of expansion bolt in itself limited is safeguarded or changed inconvenience, is also easy to influence body construction
Safety.
Built-in groove technology obtains very big application in recent years.Built-in groove technology is to pour conduit into coagulation in pre-buried mode
In soil, for contact net, signal of communication, electromechanical equipment fixation.Built-in groove technology shortens construction period, it is to avoid play expansion
Damage of the bolt to tunnel segment structure, thus with application value in underground engineering.
At present, also there are some and limit in application of the built-in groove technology in subway tunnel.Due to pouring the mistake of built-in groove
There is gap in Cheng Zhong, built-in groove and concrete junction, also, built-in groove cell body is less than concrete surface, easy ponding, and
And, it is impossible to using the assembling machine of vacuum cap type, limit application of the built-in groove technology in large-diameter shield construction.
Utility model content
The utility model, which is provided, a kind of overcomes above mentioned problem or being applied to of solving the above problems at least in part
The inside interstitital texture of built-in groove in large-diameter shield construction.
According to one side of the present utility model there is provided a kind of inside interstitital texture of built-in groove, it includes：Pour in pipe
There is the end of perforate in piece, with the pre-buried cell body for having perforate on hollow structure cavity and end face, and the pre-buried cell body
Filler is filled with cavity between face and the outer face of section of jurisdiction, the cavity, perforate and cavity.
On the basis of such scheme, depth and the sky of the pre-buried cell body in section of jurisdiction apart from section of jurisdiction outer face are poured
The height of chamber is identical.
On the basis of such scheme, the height of the cavity is 2mm-5mm.
On the basis of such scheme, the filler is replaceable rubber type of material or mortar.
On the basis of such scheme, the filler in the perforate is covered with filling out in the Zone Full of perforate, the cavity
Material is covered with the Zone Full of cavity.
On the basis of such scheme, the filler in the cavity is covered with the Zone Full of cavity.
On the basis of such scheme, the filler in the cavity is covered with the periphery of cavity and for in hollow cavity
Hollow structure.
On the basis of such scheme, the filler in filler and cavity in the cavity and perforate is two be brought into close contact
Part.
On the basis of such scheme, the position of center line of the upper surface of the filler of the cavity along cavity is provided with center line
Mark.
A kind of inside interstitital texture for built-in groove that the application is proposed, its advantage is mainly as follows：
(1) pre-buried cell body pours the certain depth in section of jurisdiction, enhances the bond stress between pre-buried cell body and section of jurisdiction；
(2) in the cavity of interplanar formation where the outer face of the cavity of pre-buried cell body, perforate and outer face and section of jurisdiction
Fill filler, it is to avoid enter concrete or ponding in built-in groove body, prevent that pre-buried cell body from being corroded；
(3) filler and the close and concordant degree between section of jurisdiction can be adjusted according to physical condition, is easy to vacuum cap type to spell
The use of installation, extends application of the built-in groove technology in large-diameter shield construction；
(4) filling mode of the filler in cavity and cavity is various, is easy to suit measures to differing conditions in terms of time, and is filled out according to field condition
Material；
(5) outer face of filler sets center line to identify, and is easy to the construction in later stage, enhances the accuracy of construction.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the inside interstitital texture of built-in groove according to the utility model embodiment；
Fig. 2 is a kind of top view of the inside interstitital texture of built-in groove according to the utility model embodiment；
Fig. 3 is a kind of structural representation of the inside interstitital texture of built-in groove according to the utility model embodiment.
Embodiment
With reference to the accompanying drawings and examples, embodiment of the present utility model is described in further detail.Below
Embodiment is used to illustrate the utility model, but is not limited to scope of the present utility model.
Embodiment 1
It is shown in Figure 1, a kind of inside interstitital texture of built-in groove, including the pre-buried cell body 2 in section of jurisdiction 3 is poured, in advance
Bury the inner side of cell body 2 there is perforate, pre-buried cell body 2 on the cavity 5 with hollow structure, also, an end face of pre-buried cell body 2
On be provided between the plane where the outer face of the end face of perforate and section of jurisdiction 3 and form cavity 4, in cavity 4, perforate and cavity 5
Filled with filler 1.
Filler 1 is filled in cavity 4, perforate and cavity 5, in work progress, concrete or ponding is effectively prevent
Corrode pre-buried cell body 2 in into pre-buried cell body 2, it is to avoid pre-buried cell body 2 is had undesirable effect.
Filler 1 is filled in cavity 5, when being poured in section of jurisdiction 3, can either effectively prevent concrete from entering pre-buried cell body 2
In, built-in groove internal water accumulation can be prevented again, reduce the corrosion rate of cell body.
Pre-buried cell body 2 is poured in section of jurisdiction 3, and pre-buried cell body 2 has a certain distance apart from the outer face of section of jurisdiction 3, also, should
Distance is identical with the height of cavity 4.Pre-buried cell body 2 is poured in section of jurisdiction 3, it is ensured that pre-buried cell body 2 and the bond stress of section of jurisdiction 3, is had
Effect improves the lifting intensity for pouring the pre-buried cell body 2 in section of jurisdiction 3.
The height of cavity 4 is 2mm-5mm.Pre-buried cell body 2 pours the certain depth in section of jurisdiction 3, with preferable bond stress,
Meanwhile, avoid pre-buried cell body 2 to touch reinforcing bar or other pipelines in section of jurisdiction 3 again, cause potential safety hazard.
The filler 1 filled in cavity 5, perforate and cavity 4 can be changed.When in use or other reasonses, cavity 5
Occur damaging with the filler 1 filled in cavity 4 or during incomplete phenomenon, the filler 1 filled in cavity 5 and cavity 4 can be changed.
The filler 1 filled in cavity 5, perforate and cavity 4 is rubber type of material or mortar.Filled out in cavity 5 and cavity 4
Casting resin, it is to avoid the adverse effect that the cell body of concrete or the pre-buried cell body 2 of ponding is caused, reduces the corrosion rate of cell body.
The filler 1 that filler 1 in perforate is covered with the Zone Full of perforate, cavity 4 is covered with the Zone Full of cavity 4.Open
Zone Full in hole is filled with filler 1, and concrete or ponding can be avoided to enter the inside of pre-buried cell body 2.
Filling filler 1, further enhances the sealing effect of pre-buried cell body 2, makes pre-buried cell body in Zone Full in cavity 4
2, which are provided with the end face of perforate, is all covered in below filler 1, and when without using pre-buried cell body, the packing material in cavity 4 makes
Pre-buried cell body 2 is isolated with external environment condition, effectively reduces the probability that pre-buried cell body 2 is affected by the external environment and corroded.
In addition, the Zone Full in cavity 4 is filled with filler 1, make filler 1 in cavity 4 and the outer face of section of jurisdiction 3 neat
It is flat；Meanwhile, the Zone Full in cavity 4 is filled with filler 1, makes filler 1 in cavity 4 and the section of jurisdiction 3 of the side of cavity 4 close
Laminating, is easy to use the assembling machine of vacuum cap type during pipe sheet assembling, extends built-in groove technology in large-diameter shield
Application in construction.
Filler 1 in cavity 5 is covered with the Zone Full of cavity 5.The filler 1 of filling, can either further increase in cavity 5
Strong sealing effect, it is to avoid concrete or ponding enter the inside of pre-buried cell body 2, can avoid again the medial surface of pre-buried cell body 2 with
The contact of other materials, effectively reduces corrosion rate of the underground environment to pre-buried cell body 2.
In a specific embodiment, the filler 1 filled in cavity 5, perforate and cavity 4 completes for once filling.Chamber
The filler 1 filled in body 5, perforate and cavity 4 is disposably completed by singlepass, has simplified operational sequence.
In another specific embodiment, the filler 1 filled in cavity 5 and perforate is with the filler 1 filled in cavity 4
The filler 1 filled in the two parts being brought into close contact, cavity 5 and perforate uses filling operation twice with the filler 1 filled in cavity 4
Complete.
Poured by pre-buried cell body 2 before section of jurisdiction 3, first fill the filler 1 in cavity 5 and perforate；By pre-buried cell body 2
After pouring in section of jurisdiction 3, according to the height of the cavity 4 formed, it will be filled with the mutually level filler of cavity 41 to cavity 4
In, the outer face of the filler 1 of cavity 4 is flushed with the outer face of section of jurisdiction 3.
Shown in Figure 2, the outer face of filler 1 is identified provided with center line in cavity 4, the filler identified provided with center line
1 end face is flushed with the outer face of section of jurisdiction 3.Center line mark 6 is layed in filler 1 along the position of center line of the filler 1 in cavity 4
Outer face on, on the end face of filler 1 set center line identify 6 color it is different from section of jurisdiction 3 and the color of filler 1, facilitate exist
Drilling is accurately positioned when T-bolt or bearing are installed.
Embodiment 2
It is shown in Figure 3, a kind of inside interstitital texture of built-in groove, including the pre-buried cell body 2 in section of jurisdiction 3 is poured, in advance
Bury the inner side of cell body 2 there is perforate, pre-buried cell body 2 on the cavity 5 with hollow structure, also, an end face of pre-buried cell body 2
On be provided between the plane where the outer face of the end face of perforate and section of jurisdiction 3 and form cavity 4, in cavity 4, perforate and cavity 5
Filled with filler 1.
Filler 1 is filled in cavity 4, perforate and cavity 5, in work progress, concrete or ponding is effectively prevent
Corrode pre-buried cell body 2 in into pre-buried cell body 2, it is to avoid pre-buried cell body 2 is had undesirable effect.
Filler 1 is filled in cavity 5, when being poured in section of jurisdiction 3, can either effectively prevent concrete from entering pre-buried cell body 2
In, built-in groove internal water accumulation can be prevented again, reduce the corrosion rate of cell body.
Pre-buried cell body 2 is poured in section of jurisdiction 3, and pre-buried cell body 2 has a certain distance apart from the outer face of section of jurisdiction 3, also, should
Distance is identical with the height of cavity 4.Ensure the bond stress of pre-buried cell body 2 and section of jurisdiction 3, effectively improve pour it is pre-buried in section of jurisdiction 3
The lifting intensity of cell body 2.
The height of cavity 4 is 2mm-5mm.Both ensured that pre-buried cell body 2 poured the certain depth in section of jurisdiction 3, with preferable
Bond stress, meanwhile, avoid pre-buried cell body 2 to touch reinforcing bar or other pipelines in section of jurisdiction 3 again, cause potential safety hazard.
The filler 1 filled in cavity 5 and cavity 4 can be changed.When in use or other reasonses, cavity 5 and sky
The filler 1 filled in chamber 4 occurs damaging or during incomplete phenomenon, can change the filler 1 filled in cavity 5 and cavity 4.
The filler 1 filled in cavity 5 and cavity 4 is rubber type of material or mortar.Filled out in cavity 5 and cavity 4
Material, it is to avoid the adverse effect that concrete or ponding are caused to the cell body of pre-buried cell body 2, reduces the corrosion rate of cell body.
The filler 1 that filler 1 in perforate is covered with the Zone Full of perforate, cavity 4 is covered with the Zone Full of cavity 4.Open
Zone Full in hole is filled with filler 1, and concrete or ponding can be avoided to enter the inside of pre-buried cell body 2.
Filling filler 1, further enhances the sealing effect of pre-buried cell body 2, makes pre-buried cell body in Zone Full in cavity 4
2, which are provided with the end face of perforate, is all covered in below filler 1, and when without using pre-buried cell body, the packing material in cavity 4 makes
Pre-buried cell body 2 is isolated with external environment condition, effectively reduces the probability that pre-buried cell body 2 is affected by the external environment and corroded.
In addition, the Zone Full in cavity 4 is filled with filler 1, make filler 1 in cavity 4 and the outer face of section of jurisdiction 3 neat
It is flat；Meanwhile, the Zone Full in cavity 4 is filled with filler 1, makes filler 1 in cavity 4 and the section of jurisdiction 3 of the side of cavity 4 close
Laminating, is easy to use the assembling machine of vacuum cap type during pipe sheet assembling, extends built-in groove technology in large-diameter shield
Application in construction.
Filler 1 in cavity 5 is covered with the periphery of cavity 5 and is the hollow structure with hollow cavity 7.Filling out in cavity 5
Material 1 is covered with the periphery of cavity 5, can either further enhance sealing effect, it is to avoid concrete or ponding enter the interior of pre-buried cell body 2
Portion, can avoid contact of the medial surface of pre-buried cell body 2 with other materials again, effectively reduce underground environment to pre-buried cell body 2
Corrosion rate.
Meanwhile, the filler 1 in cavity 5 both reaches the purpose of filling cavity 5 using the hollow structure with hollow cavity 7,
It is easy to operate when conveniently subsequently the filler 1 in cavity 5 being safeguarded or removed again.
In a specific embodiment, the filler 1 filled in cavity 5, perforate and cavity 4 completes for once filling.Chamber
The filler 1 filled in body 5, perforate and cavity 4 is disposably completed by singlepass, has simplified operational sequence.
In another specific embodiment, the filler 1 filled in cavity 5 and perforate is with the filler 1 filled in cavity 4
The filler 1 filled in the two parts being brought into close contact, cavity 5 and perforate uses filling operation twice with the filler 1 filled in cavity 4
Complete.
Poured by pre-buried cell body 2 before section of jurisdiction 3, first fill the filler 1 in cavity 5 and perforate；By pre-buried cell body 2
After pouring in section of jurisdiction 3, according to the height of the cavity 4 formed, it will be filled with the mutually level filler of cavity 41 to cavity 4
In, the outer face of the filler 1 of cavity 4 is flushed with the outer face of section of jurisdiction 3.
Shown in Figure 2, the outer face of filler 1 is identified provided with center line in cavity 4, the filler identified provided with center line
1 outer face is flushed with the outer face of section of jurisdiction 3.Center line mark 6 is layed in along the position of center line of the filler 1 in cavity 4 fills out
Set the color of center line mark 6 different from section of jurisdiction 3 and the color of filler 1 on the outer face of material 1, on the end face of filler 1, it is convenient
Drilling is accurately positioned when installing T-bolt or bearing.
The inside interstitital texture of built-in groove of the present utility model, pours the tool of the pre-buried cell body 2 of certain depth in section of jurisdiction 3
There is filling filler 1 in the cavity 5 of hollow structure, meanwhile, filler 1 is filled in the perforate of pre-buried cell body 2, and, in built-in groove
Body 2, which has, fills filler 1 to the outer face with section of jurisdiction 3 in the cavity formed between the end face of perforate and the outer face of section of jurisdiction 3
Flush, and set center line to identify 6 on the outer face of filler 1.
The bond stress of pre-buried cell body 2 and section of jurisdiction 3 is fully ensured that, simultaneously, it is to avoid concrete enters built-in groove in casting process
Body 2, effectively reduces corrosion rate of the ponding to pre-buried cell body 2, in addition, being easy to being accurately positioned for the construction in later stage.
Finally, the present processes are only preferably embodiment, are not intended to limit protection domain of the present utility model.
It is all it is of the present utility model spirit and principle within, any modification, equivalent substitution and improvements made etc. should be included in this reality
Within new protection domain.
Claims (9)
1. the inside interstitital texture of a kind of built-in groove, it is characterised in that it includes：Pour in section of jurisdiction (3), with hollow structure
There is the pre-buried cell body (2) of perforate on cavity (5) and end face, and the pre-buried cell body (2) has end face and the section of jurisdiction of perforate
(3) filler (1) is filled with the cavity (4) between outer face, the cavity (5), perforate and cavity (4).
2. a kind of inside interstitital texture of built-in groove as claimed in claim 1, it is characterised in that：Pour pre-buried in section of jurisdiction (3)
Depth of the cell body (2) apart from section of jurisdiction (3) outer face is identical with the height of the cavity (4).
3. a kind of inside interstitital texture of built-in groove as claimed in claim 2, it is characterised in that：The height of the cavity (4)
For 2mm-5mm.
4. a kind of inside interstitital texture of built-in groove as claimed in claim 1, it is characterised in that：The filler (1) is can be more
The rubber type of material or mortar changed.
5. the inside interstitital texture of any built-in groove as described in claim 1-4, it is characterised in that：Filling out in the perforate
The filler (1) that material (1) is covered with the Zone Full of perforate, the cavity (4) is covered with the Zone Full of cavity (4).
6. a kind of inside interstitital texture of built-in groove as claimed in claim 5, it is characterised in that：Filling out in the cavity (5)
Material (1) is covered with the Zone Full of cavity (5).
7. a kind of inside interstitital texture of built-in groove as claimed in claim 5, it is characterised in that：Filling out in the cavity (5)
Material (1) is covered with the periphery of cavity (5) and is the hollow structure with hollow cavity (7).
8. a kind of inside interstitital texture of built-in groove as claimed in claims 6 or 7, it is characterised in that：The cavity (5) and open
The two parts of filler (1) with the filler (1) in cavity (4) to be brought into close contact in hole.
9. a kind of inside interstitital texture of built-in groove as claimed in claim 5, it is characterised in that：The filler of the cavity (4)
(1) position of center line of the upper surface along cavity (4) is provided with center line mark (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621315685.XU CN206386125U (en) | 2016-12-01 | 2016-12-01 | A kind of inside interstitital texture of built-in groove |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621315685.XU CN206386125U (en) | 2016-12-01 | 2016-12-01 | A kind of inside interstitital texture of built-in groove |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206386125U true CN206386125U (en) | 2017-08-08 |
Family
ID=59488889
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621315685.XU Expired - Fee Related CN206386125U (en) | 2016-12-01 | 2016-12-01 | A kind of inside interstitital texture of built-in groove |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206386125U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532948A (en) * | 2018-04-10 | 2018-09-14 | 山东安泰克工程材料有限公司 | A kind of integral type mortar leakage prevention packing material |
| CN112031817A (en) * | 2019-06-04 | 2020-12-04 | 南通铁建建设构件有限公司 | High-safety convenient installation shield segment with sliding groove |
-
2016
- 2016-12-01 CN CN201621315685.XU patent/CN206386125U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108532948A (en) * | 2018-04-10 | 2018-09-14 | 山东安泰克工程材料有限公司 | A kind of integral type mortar leakage prevention packing material |
| CN112031817A (en) * | 2019-06-04 | 2020-12-04 | 南通铁建建设构件有限公司 | High-safety convenient installation shield segment with sliding groove |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170808 |