CN106368215A - Embedded grouting pipe module - Google Patents
Embedded grouting pipe module Download PDFInfo
- Publication number
- CN106368215A CN106368215A CN201610881712.8A CN201610881712A CN106368215A CN 106368215 A CN106368215 A CN 106368215A CN 201610881712 A CN201610881712 A CN 201610881712A CN 106368215 A CN106368215 A CN 106368215A
- Authority
- CN
- China
- Prior art keywords
- wallboard
- tube coupling
- outside
- built
- slip casting
- 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.)
- Granted
Links
- 230000008878 coupling Effects 0.000 claims description 113
- 238000010168 coupling process Methods 0.000 claims description 113
- 238000005859 coupling reaction Methods 0.000 claims description 113
- 238000007569 slipcasting Methods 0.000 claims description 39
- 238000012856 packing Methods 0.000 claims description 24
- 230000006835 compression Effects 0.000 claims description 19
- 238000007906 compression Methods 0.000 claims description 19
- 239000002689 soil Substances 0.000 claims description 6
- 239000004927 clay Substances 0.000 claims description 5
- 239000002002 slurry Substances 0.000 claims description 4
- 238000005728 strengthening Methods 0.000 claims description 3
- 208000031481 Pathologic Constriction Diseases 0.000 claims 1
- 210000001215 vagina Anatomy 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 230000006378 damage Effects 0.000 abstract description 10
- 238000007789 sealing Methods 0.000 abstract description 6
- 239000010410 layer Substances 0.000 description 17
- 238000000151 deposition Methods 0.000 description 5
- 239000004570 mortar (masonry) Substances 0.000 description 5
- 238000004078 waterproofing Methods 0.000 description 5
- 238000005266 casting Methods 0.000 description 3
- 230000003247 decreasing effect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002344 surface layer Substances 0.000 description 3
- 241000251468 Actinopterygii Species 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000004831 Hot glue Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229920006351 engineering plastic Polymers 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/62—Compacting the soil at the footing or in or along a casing by forcing cement or like material through tubes
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Building Environments (AREA)
Abstract
The invention discloses an embedded grouting pipe module. The embedded grouting pipe module grouts a tunnel or basement wallboard outer geotechnical layer, and comprises a wallboard outer side pipe joint, a wallboard inner side pipe joint and a middle pipe joint; the middle pipe joint is respectively connected with the wallboard outer side pipe joint and the wallboard inner side pipe joint through pipe joint connecting pieces; the wallboard outer side pipe joint is coated with an annular flange gasket and a pressing pipe fitting; and a sealing cover is arranged at the top of the wallboard inner side pipe joint. The embedded grouting pipe module can form a standard part, is convenient for popularization and application, can effectively prevent post-grouting construction from damaging an existing underground structure outer waterproof layer and an existing structure, reduces structural leakage and structural damage possibly caused by post-grouting, and is convenient for construction, high in efficiency and short in time consumption.
Description
Technical field
The present invention relates to underground engineering mortar depositing construction field, more particularly, to a kind of built-in slip casting pipe assembly.
Background technology
By the slip casting tube assembly that is embedded in tunnel box culvert structure or basement structure wall, plate to tunnel structure outer ground
Layer slip casting, routinely construction technology, can cause to original underground structure outer waterproofing layer during Grouting Pipe insertion Rock And Soil
Destroy, and cannot repair, the waterproof effect of underground structure outer waterproofing layer can be affected, simultaneously to both during installing Grouting Pipe
There is structure also will carry out local and cut destruction.Therefore it is considered as how avoiding the destruction to existing waterproof layer in grouting behind shaft or drift lining as far as possible
And the damage to existing structure.
Content of the invention
The present invention provides a kind of built-in slip casting pipe assembly, can form standard component, easy to utilize, after being prevented effectively from
The destruction to existing underground structure outer waterproofing layer and existing structure for the mortar depositing construction, is decreased and may be caused due to grouting behind shaft or drift lining
Structural leakage and structural damage, the convenient, efficiency high of construction, time-consuming few.
In order to achieve the above object, the present invention provides a kind of built-in slip casting pipe assembly, by this built-in slip casting pipe assembly pair
Tunnel or the outer rock-soil layer of basement wall slab carry out slip casting, and this built-in slip casting pipe assembly comprises: tube coupling, wallboard inside tube outside wallboard
Section and middle tube coupling, middle tube coupling is connected with tube coupling inside tube coupling outside wallboard and wallboard respectively by tube coupling connector；
Annular flange flange packing ring and compression pipe fitting are arranged with tube coupling outside described wallboard, inside described wallboard, tube coupling top sets
Put seal closure.
Outside described wallboard, tube coupling comprises:
Tube coupling body outside wallboard, its lateral wall has external screw thread, for connecting compression pipe fitting；
Plugging plate, it is arranged on tube coupling body inside bottom outside wallboard, is connected with tube coupling inboard wall of tube body outside wallboard；
Annular bottom plate, it connects extension, annular bottom plate and wall outside wallboard outboard tube section body the tube coupling body to outside wallboard
Outside plate, the section of tube coupling body is in l shape.
Outside described plugging plate and wallboard, the upper and lower surface of tube coupling inboard wall of tube body junction is respectively provided with pipe
Circumferential groove, makes plugging plate form destructibility with tube coupling inboard wall of tube body outside wallboard and is connected, when exposed to external forces, this plugging plate
Tube coupling its bottom can come off outside wallboard.
Outside described annular bottom plate and wallboard, the outer surface setting of tube coupling body junction manages outer circumferential groove, for holding
Receive waterproof clay.
Described annular flange flange packing ring is set in outside tube coupling outside wallboard, above annular bottom plate, described annular
Flange gasket lower surface arranges lower flange, the positions and dimensions of this lower flange all with annular bottom plate on the outer circumferential groove of pipe
Join.
Described compression pipe fitting is set in outside tube coupling outside wallboard, above annular flange flange packing ring, this compression pipe fitting
Comprise:
Pipe fitting body, its medial wall has female thread, and for connecting wallboard outboard tube section body, the section of this pipe fitting body is in l
Shape；
Multiple floors,, respectively along the circumferentially spaced-apart setting in lateral wall of pipe fitting body, the section of this floor is triangular in shape for it.
Inside described wallboard, tube coupling comprises:
Tube coupling body inside wallboard, its lateral wall has external screw thread, for connecting seal closure；
Annular outer card key, it is arranged on tube coupling body lateral wall inside wallboard, below external screw thread, this annular outer card
The section of key is in l type.
Described seal closure is in bottle cap shape, and this seal closure comprises: top board and the side wall connecting top board, described inside sidewalls
Face has female thread, for connecting wallboard inside tube section body, the described multiple flange of side-wall outer side face interval setting, and this flange
In cylinder, it is used for screwing seal closure.
Inside described seal closure and wallboard, between tube coupling top, ring-shaped rubber packing ring is set, for strengthening seal closure and wall
Sealing between tube coupling inside plate.
Described tube coupling connector comprises:
Connector body, inside the external diameter of its internal diameter and tube coupling outside wallboard and wallboard, the external diameter of tube coupling mates；
Projection in annular, it is arranged on connector body medial wall, and in this annular, projection is spacing for carrying out to adjacent tube coupling.
The built-in slip casting pipe assembly that the present invention provides can form standard component, easy to utilize, can note after being prevented effectively from
The slurry destruction to existing underground structure outer waterproofing layer and existing structure for the construction, is decreased and may be caused due to grouting behind shaft or drift lining
Structural leakage and structural damage are the convenient, efficiency high of construction, time-consuming few.
Brief description
Fig. 1 is a kind of general structure schematic diagram of built-in slip casting pipe assembly that the present invention provides.
Fig. 2 is the assembly structure diagram of tube coupling outside wallboard.
Fig. 3 is the side view (sectional view) of tube coupling outside wallboard.
Fig. 4 is the top view of tube coupling outside wallboard.
Fig. 5 is the top view of annular flange flange packing ring.
Fig. 6 is the side view (sectional view) of annular flange flange packing ring.
Fig. 7 is the side view (sectional view) of compression pipe fitting.
Fig. 8 is the top view of compression pipe fitting.
Fig. 9 is the side view (sectional view) of tube coupling inside wallboard.
Figure 10 is the top view of tube coupling inside wallboard.
Figure 11 is the assembly structure diagram of tube coupling inside wallboard.
Figure 12 is the upward view of seal closure.
Figure 13 is the side view (sectional view) of seal closure.
Figure 14 is the top view of seal closure.
Figure 15 is the top view of ring-shaped rubber packing ring.
Figure 16 is the side view (sectional view) of ring-shaped rubber packing ring.
Figure 17 is the side view (sectional view) of tube coupling connector.
Figure 18 is the top view of tube coupling connector.
Figure 19 is a kind of flow chart of the installation method of built-in slip casting pipe assembly.
Specific embodiment
Below according to Fig. 1～Figure 19, illustrate presently preferred embodiments of the present invention.
As shown in figure 1, the present invention provides a kind of built-in slip casting pipe assembly, by this built-in slip casting pipe assembly to tunnel or ground
Wallboard outer rock-soil layer in lower room carries out slip casting, and this built-in slip casting pipe assembly comprises: inside tube coupling 2 outside wallboard, wallboard tube coupling 4 and in
Between tube coupling 3, middle tube coupling 3 is connected with tube coupling 4 inside tube coupling outside wallboard 2 and wallboard respectively by tube coupling connector 5.
Annular flange flange packing ring 6 and compression pipe fitting 7 be arranged with tube coupling 2 outside described wallboard, described wallboard inside tube
Save 4 top setting seal closures 8.
In the present embodiment, inside tube coupling 2 outside wallboard, wallboard, tube coupling 4, middle tube coupling 3 and seal closure 8 adopt engineering plastics
Make, decay resistance is preferable.
As shown in Figure 2 to 4, outside described wallboard, tube coupling 2 comprises:
Tube coupling body 2-1 outside wallboard, its lateral wall has external screw thread 2-4, for connecting compression pipe fitting 7；
Plugging plate 2-2, it is arranged on tube coupling body 2-1 inwall outside tube coupling body 2-1 inside bottom, with wallboard outside wallboard and connects
Connect, outside plugging plate 2-2 with wallboard, the upper and lower surface of tube coupling body 2-1 inwall junction is respectively provided with ring in pipe
Groove 2-5, makes plugging plate 2-2 form destructibility with tube coupling body 2-1 inwall outside wallboard and is connected, when exposed to external forces, should
Plugging plate 2-2 can come off tube coupling body 2-1 bottom outside wallboard；
Annular bottom plate 2-3, it connects extension outside wallboard outboard tube section body 2-1 the tube coupling body 2-1 to outside wallboard, annular
Outside base plate 2-3 and wallboard, the section of tube coupling body 2-1 is in l shape, and outside annular bottom plate 2-3 with wallboard, tube coupling body 2-1 connects
The outer surface setting meeting place manages outer circumferential groove 2-6, for accommodating waterproof clay 10.
As shown in Figure 2, Figure 5 and Figure 6, described annular flange flange packing ring 6 is set in outside tube coupling 2 outside wallboard, positioned at ring
Above shape base plate 2-3, described annular flange flange packing ring 6 lower surface arranges lower flange 6-1, the positions and dimensions of this lower flange 6-1
All outer with the pipe on annular bottom plate 2-3 circumferential groove 2-6 is mated.
As shown in Fig. 2, Fig. 7 and Fig. 8, described compression pipe fitting 7 is set in outside tube coupling 2 outside wallboard, positioned at convex annular
Above edge packing ring 6, this compression pipe fitting 7 comprises:
Pipe fitting body 7-1, its medial wall has female thread 7-3, for connecting wallboard outboard tube section body 2-1, this pipe fitting body
The section of 7-1 is in l shape；
Multiple floor 7-2,, respectively along the circumferentially spaced-apart setting in lateral wall of pipe fitting body 7-1, the section of this floor 7-2 is in triangle for it
Shape.
As shown in Fig. 9～Figure 11, inside described wallboard, tube coupling 4 comprises:
Tube coupling body 4-1 inside wallboard, its lateral wall has external screw thread 4-3, for connecting seal closure 8；
Annular outer card key 4-2, it is arranged on tube coupling body 4-1 lateral wall inside wallboard, below external screw thread 4-3, should
The section of annular outer card key 4-2 is in l type.
As shown in Figure 11～Figure 14, described seal closure 8 is in bottle cap shape, and this seal closure 8 comprises: top board 8-2 and connection top
The side wall 8-1 of plate 8-2, described side wall 8-1 medial surface has female thread 8-4, for connecting wallboard inside tube section body 4-1,
The described multiple flange 8-3 of side wall 8-1 lateral surface interval setting, this flange 8-3 are in cylinder, are used for screwing seal closure 8.
As shown in Figure 11, Figure 15 and Figure 16, annular rubber is set between tube coupling 4 top inside described seal closure 8 and wallboard
Rubber gasket 9, for strengthening the sealing between tube coupling 4 inside seal closure 8 and wallboard.
As shown in Figure 7 and Figure 8, described tube coupling connector 5 comprises:
Connector body 5-1, inside the external diameter of its internal diameter and tube coupling outside wallboard 2 and wallboard, the external diameter of tube coupling 4 mates；
Projection 5-2 in annular, it is arranged on connector body 5-1 medial wall, and in this annular, projection 5-2 is used for adjacent tube coupling
Carry out spacing.
A kind of built-in slip casting pipe assembly that the present invention provides can be used for the mortar depositing construction of tunnel box culvert structure, or basement
The mortar depositing construction of structural wall, or the mortar depositing construction of basement structure plate.
As shown in Fig. 1～Figure 19, a kind of installation method of built-in slip casting pipe assembly that the present invention provides comprises the steps of
Step s1, before casting concrete structure sheaf, tunnel or underground outdoor rock-soil layer 1-6 on bed course 1-4 in install
Tube coupling 2 outside wallboard；
Coating waterproof clay 10 in step s2, outer circumferential groove 2-6 of the pipe of tube coupling 2 outside wallboard；
Step s3, laying waterproof layer 1-5, this waterproof layer 1-5 covers outer circumferential groove 2-6 of pipe and the annular of tube coupling 2 outside wallboard
Base plate 2-3；
Step s4, annular flange flange packing ring 6 is set in outside tube coupling 2 outside wallboard；
Step s5, by compression pipe fitting 7 be set in outside tube coupling 2 outside wallboard, above annular flange flange packing ring 6, screw compression
, so as to oppress downwards annular flange flange packing ring 6, the flange 6-1 of annular flange flange packing ring 6 is downward in the presence of compression pipe fitting 7 for pipe fitting 7
Extruding, annular bottom plate 2-3, waterproof layer 1-5 and annular flange flange packing ring 6 is mutually compressed, simultaneously by waterproof clay 10 to convex annular
Gap extruding between tube coupling body 2-1 outside edge packing ring 6 and compression pipe fitting 7 and wallboard；
Step s6, laying fish tail and waterproof layer 1-3, the annular flange gasket 6 of this fish tail and waterproof layer 1-3 covering and waterproof layer 1-5's is complete
Portion and a part for compression pipe fitting 7；
Step s7, connect wallboard outboard tube section 2 and middle tube coupling 3 by tube coupling connector 5, and connected by tube coupling connector 5
Tube coupling 4 inside the middle tube coupling 3 of wall and wallboard；In the present embodiment, using hot-melt adhesive paste；
Step s8, seal closure 8 is screwed to the port of tube coupling 4 inside wallboard, tube coupling inside wallboard 4 is sealed；Sealing
When, ring-shaped rubber packing ring 9 is set between tube coupling 4 top inside seal closure 8 and wallboard, to strengthen sealing；
Step s9, assembling reinforcement, casting concrete structure sheaf 1-2, this concrete 1-2 pour to seal closure 8 position with
Under；
Step s10, on concrete 1-2, pour surface layer 1-1, this surface layer 1-1 is completely covered seal closure 8.
In described step s1, the tunnel box culvert for cast in situs or basement wall, plate, can assembling reinforcement at the scene
Built-in slip casting pipe, then casting concrete is positioned during cage.
After built-in slip casting pipe assembly installation, when there being slip casting demand, noted using this built-in slip casting pipe assembly
The method of slurry construction comprises:
Step s1, abolish local surface layer 1-1 and expose seal closure 8, take off seal closure 8, disclose out the closure of tube coupling 2 bottom outside wallboard
Plate 2-2；
Step s2, Grouting Pipe is passed through built-in slip casting pipe assembly insertion tunnel or the outer rock-soil layer of basement wall slab after start slip casting；
After the completion of step s3, slip casting, Grouting Pipe is exited built-in slip casting pipe assembly, with seal closure 8, tube coupling inside wallboard 4 is carried out
Sealing.
The built-in slip casting pipe assembly that the present invention provides can form standard component, easy to utilize, can note after being prevented effectively from
The slurry destruction to existing underground structure outer waterproofing layer and existing structure for the construction, is decreased and may be caused due to grouting behind shaft or drift lining
Structural leakage and structural damage are the convenient, efficiency high of construction, time-consuming few.
Although present disclosure has been made to be discussed in detail by above preferred embodiment, but it should be appreciated that above-mentioned
Description is not considered as limitation of the present invention.After those skilled in the art have read the above, for the present invention's
Multiple modifications and substitutions all will be apparent from.Therefore, protection scope of the present invention should be limited to the appended claims.
Claims (10)
1. a kind of built-in slip casting pipe assembly, is noted to tunnel or the outer rock-soil layer of basement wall slab by this built-in slip casting pipe assembly
Slurry is it is characterised in that this built-in slip casting pipe assembly comprises: tube coupling (4) and centre tube coupling inside tube coupling (2) outside wallboard, wallboard
(3), middle tube coupling (3) is connected with tube coupling (4) inside tube coupling outside wallboard (2) and wallboard respectively by tube coupling connector (5)；
Annular flange flange packing ring (6) and compression pipe fitting (7) are arranged with tube coupling (2) outside described wallboard, inside described wallboard
Tube coupling (4) top setting seal closure (8).
2. built-in slip casting pipe assembly as claimed in claim 1 it is characterised in that outside described wallboard tube coupling (2) comprise:
Tube coupling body (2-1) outside wallboard, its lateral wall has external screw thread (2-4), for connecting compression pipe fitting (7)；
Plugging plate (2-2), it is arranged on tube coupling body (2-1) outside tube coupling body (2-1) inside bottom, with wallboard outside wallboard
Inwall connects；
Annular bottom plate (2-3), it connects wallboard outboard tube section body (2-1) and prolongs outside tube coupling body (2-1) to outside wallboard
Stretch, outside annular bottom plate (2-3) and wallboard, the section of tube coupling body (2-1) is in l shape.
3. built-in slip casting pipe assembly as claimed in claim 2 is it is characterised in that outside described plugging plate (2-2) and wallboard
The upper and lower surface of tube coupling body (2-1) inwall junction is respectively provided with circumferential groove in pipe (2-5), makes plugging plate (2-
2) form destructibility with tube coupling body (2-1) inwall outside wallboard to be connected, when exposed to external forces, this plugging plate (2-2) can
Outside wallboard, tube coupling body (2-1) bottom comes off.
4. built-in slip casting pipe assembly as claimed in claim 2 is it is characterised in that outside described annular bottom plate (2-3) and wallboard
The outer surface setting of side pipe section body (2-1) junction manages outer circumferential groove (2-6), for accommodating waterproof clay (10).
5. the built-in slip casting pipe assembly as described in claim 3 or 4 is it is characterised in that described annular flange flange packing ring (6) is sheathed
Outside tube coupling (2) outside wallboard, above annular bottom plate (2-3), under described annular flange flange packing ring (6) lower surface setting
Flange (6-1), the positions and dimensions of this lower flange (6-1) all with annular bottom plate (2-3) on the outer circumferential groove (2-6) of pipe
Join.
6. built-in slip casting pipe assembly as claimed in claim 5 is it is characterised in that described compression pipe fitting (7) is set in wallboard
Outside outside tube coupling (2), above annular flange flange packing ring (6), this compression pipe fitting (7) comprises:
Pipe fitting body (7-1), its medial wall has female thread (7-3), for connecting wallboard outboard tube section body (2-1), this pipe
The section of part body (7-1) is in l shape；
Multiple floors (7-2), it is respectively along the circumferentially spaced-apart setting in lateral wall of pipe fitting body (7-1), the section of this floor (7-2)
Triangular in shape.
7. built-in slip casting pipe assembly as claimed in claim 6 it is characterised in that inside described wallboard tube coupling (4) comprise:
Tube coupling body (4-1) inside wallboard, its lateral wall has external screw thread (4-3), for connecting seal closure (8)；
Annular outer card key (4-2), it is arranged on tube coupling body (4-1) lateral wall inside wallboard, under external screw thread (4-3)
Side, the section of this annular outer card key (4-2) is in l type.
8. built-in slip casting pipe assembly as claimed in claim 7 is it is characterised in that described seal closure (8) is in bottle cap shape, this envelope
Lid (8) comprises: top board (8-2) and the side wall (8-1) connecting top board (8-2), and described side wall (8-1) medial surface has interior spiral shell
Stricture of vagina (8-4), for connecting wallboard inside tube section body (4-1), the described multiple flange of side wall (8-1) lateral surface interval setting
(8-3), this flange (8-3) is in cylinder, is used for screwing seal closure (8).
9. built-in slip casting pipe assembly as claimed in claim 8 is it is characterised in that described seal closure (8) and wallboard inside tube
Setting ring-shaped rubber packing ring (9) between section (4) top, close between tube coupling (4) inside seal closure (8) and wallboard for strengthening
Envelope.
10. built-in slip casting pipe assembly as claimed in claim 9 is it is characterised in that described tube coupling connector (5) comprises:
Connector body (5-1), inside the external diameter of its internal diameter and tube coupling outside wallboard (2) and wallboard, the external diameter of tube coupling (4) mates；
Projection (5-2) in annular, it is arranged on connector body (5-1) medial wall, and in this annular, projection (5-2) is used for phase
Adjacent tube coupling carries out spacing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610881712.8A CN106368215B (en) | 2016-10-09 | 2016-10-09 | Pre-buried slip casting pipe assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610881712.8A CN106368215B (en) | 2016-10-09 | 2016-10-09 | Pre-buried slip casting pipe assembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106368215A true CN106368215A (en) | 2017-02-01 |
| CN106368215B CN106368215B (en) | 2023-11-10 |
Family
ID=57894848
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610881712.8A Active CN106368215B (en) | 2016-10-09 | 2016-10-09 | Pre-buried slip casting pipe assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106368215B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111156034A (en) * | 2020-02-24 | 2020-05-15 | 山东大学 | Pre-embedded grouting unit and soft stratum settlement control system and method |
| CN113373936A (en) * | 2021-06-10 | 2021-09-10 | 浙江鹏盛建设集团有限公司 | Assembly type structure and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201883435U (en) * | 2010-09-17 | 2011-06-29 | 广州市建筑科学研究院有限公司 | Preburied pipe pile grouting device |
| KR101193896B1 (en) * | 2012-05-30 | 2012-10-29 | 주식회사 이산 | Pc wall with ancher wire for structrue |
| CN202689039U (en) * | 2012-05-25 | 2013-01-23 | 中铁十八局集团有限公司 | Grouting tube structure of immersed tube tunnel tube section |
| CN103806438A (en) * | 2012-11-07 | 2014-05-21 | 上海市政工程设计研究总院（集团）有限公司 | Method for embedment of grouting hole in base plate of underground chamber |
| CN204477493U (en) * | 2015-02-10 | 2015-07-15 | 浙江宝田环境建设有限公司 | A kind of waterproof jacking pipe joints bellmouth jointing structure |
| CN105178322A (en) * | 2015-08-28 | 2015-12-23 | 上海市政工程设计研究总院（集团）有限公司 | Grouting construction method |
-
2016
- 2016-10-09 CN CN201610881712.8A patent/CN106368215B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201883435U (en) * | 2010-09-17 | 2011-06-29 | 广州市建筑科学研究院有限公司 | Preburied pipe pile grouting device |
| CN202689039U (en) * | 2012-05-25 | 2013-01-23 | 中铁十八局集团有限公司 | Grouting tube structure of immersed tube tunnel tube section |
| KR101193896B1 (en) * | 2012-05-30 | 2012-10-29 | 주식회사 이산 | Pc wall with ancher wire for structrue |
| CN103806438A (en) * | 2012-11-07 | 2014-05-21 | 上海市政工程设计研究总院（集团）有限公司 | Method for embedment of grouting hole in base plate of underground chamber |
| CN204477493U (en) * | 2015-02-10 | 2015-07-15 | 浙江宝田环境建设有限公司 | A kind of waterproof jacking pipe joints bellmouth jointing structure |
| CN105178322A (en) * | 2015-08-28 | 2015-12-23 | 上海市政工程设计研究总院（集团）有限公司 | Grouting construction method |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111156034A (en) * | 2020-02-24 | 2020-05-15 | 山东大学 | Pre-embedded grouting unit and soft stratum settlement control system and method |
| CN113373936A (en) * | 2021-06-10 | 2021-09-10 | 浙江鹏盛建设集团有限公司 | Assembly type structure and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106368215B (en) | 2023-11-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206861108U (en) | A kind of armored concrete leakproof socket joint pipe joint | |
| CN201883454U (en) | Prefabricated reinforced-concrete assembly-type combined inspection well chamber | |
| CN108316944A (en) | A kind of prefabrication and assembly construction push pipe waterproof system | |
| CN108316347A (en) | Partition waterproof assembly type underground comprehensive pipe gallery and waterproof method thereof | |
| CN106368215A (en) | Embedded grouting pipe module | |
| CN109268031A (en) | Tube coupling can fill the plugging structure and construction method of bag type paste at service channel hole | |
| CN211523296U (en) | Basement bottom plate corner construction waterproof construction | |
| CN206128059U (en) | Pre -buried slip casting pipe assembly | |
| CN211118116U (en) | Drainage pipe of hydraulic engineering antiseep | |
| CN203284803U (en) | Combined type multifunctional comprehensive inspection well chamber | |
| CN106522230A (en) | Mounting and grouting construction method of pre-buried grouting pipe assembly | |
| CN211312769U (en) | Connecting member of plastic pipe and concrete prefabricated inspection well | |
| CN204879079U (en) | Push pipe wall pipe stagnant water structure | |
| CN2718073Y (en) | Ejection rubber water plugging band | |
| CN209040319U (en) | A kind of assembly concrete building prefabrication exterior wall horizontal joint node structure | |
| CN207598253U (en) | A kind of prefabrication and assembly construction push pipe waterproof system | |
| CN215483149U (en) | Waterproof structure of side wall and tunnel in subway main structure | |
| CN214144023U (en) | Assembled inspection shaft connection structure | |
| CN104975686B (en) | Airduct goes out the waterproofing node structure and its construction method at concrete structure hole | |
| CN203960902U (en) | A kind of glass fiber reinforced plastics manhole | |
| CN204164532U (en) | Pre-buried Matheson and Dresser joint system | |
| CN208252128U (en) | The template of concrete vacuum casting is served as a contrast for tunnel vault two | |
| CN113389225A (en) | Waterproof structure of side wall and tunnel in subway main structure | |
| CN207376843U (en) | Expansion joint leakage-proof structure | |
| CN110397088A (en) | A kind of river shoal operating condition basement advanced water-stop post-pouring zone structure and construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |