CN108533876A - A kind of method for blocking of pre-buried pipeline casing joint - Google Patents
A kind of method for blocking of pre-buried pipeline casing joint Download PDFInfo
- Publication number
- CN108533876A CN108533876A CN201810432304.3A CN201810432304A CN108533876A CN 108533876 A CN108533876 A CN 108533876A CN 201810432304 A CN201810432304 A CN 201810432304A CN 108533876 A CN108533876 A CN 108533876A
- Authority
- CN
- China
- Prior art keywords
- cystosepiment
- cylindrical
- casing joint
- buried pipeline
- blocking
- 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
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16L—PIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
- F16L55/00—Devices or appurtenances for use in, or in connection with, pipes or pipe systems
- F16L55/10—Means for stopping flow from or in pipes or hoses
- F16L55/11—Plugs
- F16L55/1141—Plugs the plug being made of elastic material
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Sewage (AREA)
Abstract
The present invention relates to technical field of pipeline construction, more particularly to a kind of method for blocking of pre-buried pipeline casing joint, by passing through a rope body structure from top to bottom on a cylindrical cystosepiment, and bind batten in the both ends of the rope body structure, and the length of the batten at the top of cylindrical cystosepiment is more than the diameter of section of cylindrical cystosepiment, cylindrical cystosepiment is filled in casing joint later and blocks pre-buried pipeline casing joint, so as to prevent the concrete of construction site well, the destruction to pre-buried pipeline such as cement and dust, it disclosure satisfy that the requirement of finished product protection, it ensure that cystosepiment will not fall off by the way that batten is arranged simultaneously, cystosepiment is taken out when facilitating construction again, therefore there is very strong practicability.
Description
Technical field
The present invention relates to technical field of pipeline construction more particularly to a kind of method for blocking of pre-buried pipeline casing joint.
Background technology
With high-rise, high-rise building increase, the closure and protection of casing joint early period of pre-buried pipeline seem particularly
It is important, and use conventional methods (such as individually in casing joint sticking cloth or blocked with pipe plug) casing is carried out
The requirement of finished product protection cannot have been met by blocking, and situation is destroyed than more serious in construction site, and cost needed for later rework is notable
Increase, this is that those skilled in the art do not expect to see.
Invention content
In view of the above problems, the invention discloses a kind of method for blocking of pre-buried pipeline casing joint, wherein packet
Include following steps:
One cylindrical cystosepiment, and the diameter of section and described sleeve pipe connector internal diameter phase of the cylindrical cystosepiment are provided
Together;
One rope body structure is passed through into the cylindrical cystosepiment from top to bottom;
One first strip structure is bound in one end that the rope body structure is located at the top of the cylindrical cystosepiment, and described
The length of first strip structure is more than the diameter of section of the cylindrical cystosepiment;
The one end for being located at the cylindrical foam board bottom portion in the rope body structure binds one second strip structure, and described
The length of second strip structure is less than the diameter of section of the cylindrical cystosepiment;
The cylindrical cystosepiment is filled in described sleeve pipe connector, and utilizes plastic colloidal cloth by the cylindrical cystosepiment
It is fixed together with described sleeve pipe connector.
The method for blocking of above-mentioned pre-buried pipeline casing joint, wherein the rope body structure is the rope made of hemp or steel wire rope.
The method for blocking of above-mentioned pre-buried pipeline casing joint, wherein the length of first strip structure is 1-2cm.
The method for blocking of above-mentioned pre-buried pipeline casing joint, wherein the thickness of the cylinder cystosepiment is 2-5cm.
The method for blocking of above-mentioned pre-buried pipeline casing joint, wherein first strip structure and second bar shaped
Structure is batten.
The method for blocking of above-mentioned pre-buried pipeline casing joint, wherein one end of described sleeve pipe connector is pre-buried for connecting
Pipeline, the other end are used to connect the pipeline of toilet seat.
Foregoing invention has the following advantages that or advantageous effect:
The invention discloses a kind of method for blocking of pre-buried pipeline casing joint, by a cylindrical cystosepiment from upper
Across a rope body structure under and, and batten, and the wood at the top of cylindrical cystosepiment are bound in the both ends of the rope body structure
The length of item is more than the diameter of section of cylindrical cystosepiment, fills in cylindrical cystosepiment block built-in pipe in casing joint later
Road casing joint, the destruction so as to concrete, cement and dust for preventing construction site well etc. to pre-buried pipeline, energy
It will bubble when enough meeting the requirement of finished product protection, while ensure that cystosepiment will not fall off by the way that batten is arranged, and facilitating construction
Foam plate takes out, therefore has very strong practicability.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, the present invention and its feature, outer
Shape and advantage will become more apparent.Identical label indicates identical part in whole attached drawings.Not can according to than
Example draws attached drawing, it is preferred that emphasis is shows the purport of the present invention.
Fig. 1 is the flow chart of the method for blocking of pre-buried pipeline casing joint in the embodiment of the present invention;
Fig. 2 is the schematic diagram for the cylindrical cystosepiment that batten is banded in the embodiment of the present invention.
Specific implementation mode
The present invention is further illustrated with specific embodiment below in conjunction with the accompanying drawings, but not as the limit of the present invention
It is fixed.
As depicted in figs. 1 and 2, present embodiment discloses a kind of method for blocking of pre-buried pipeline casing joint, specifically, should
Method includes the following steps:
Step S1 provides a cylindrical cystosepiment 1, and the diameter of section and casing joint internal diameter phase of cylindrical cystosepiment 1
Together.
Preferably, above-mentioned cylindrical cystosepiment 1 is flexible light foam plate, and the thickness of cystosepiment is 2-5cm
(such as 2cm, 3.5cm, 4cm or 5cm etc.).
One rope body structure 2 is passed through cylindrical cystosepiment 1 by step S2 from top to bottom.
Preferably, above-mentioned rope body structure 2 is the rope made of hemp or steel wire rope, and body structure 2 of restricting is relatively thick, and general diameter is more than 2mm.
In an embodiment of the present invention, above-mentioned steps S2 is specifically included:
Step S21 opens up strip-shaped hole on cylindrical cystosepiment 1, and the strip-shaped hole runs through the cylindrical bubble from top to bottom
Foam plate 1.
One rope body structure 2 is passed through cylindrical cystosepiment 1 by the strip-shaped hole by step S22 from top to bottom.
Step S3, one end that 1 top of cylindrical cystosepiment is located in rope body structure 2 bind one first strip structure 3, and the
The length of one strip structure 3 is more than the diameter of section of cylindrical cystosepiment 1.
In an embodiment of the present invention, which is located at the middle part of cylindrical cystosepiment 1, and the rope body structure 2 is tied up
It pricks and makes the first strip structure 3 be close to the top of cylindrical cystosepiment 1 in the centre position of the first strip structure 3, due to first
The length of strip structure 3 is more than the diameter of section of cylindrical cystosepiment 1, therefore the both ends of the first strip structure 3 protrude from circle
The side wall of cylindrical foam plate 1.
Preferably, above-mentioned first strip structure 3 is batten.
Step S4, one end that cylindrical 1 bottom of cystosepiment is located in rope body structure 2 bind one second strip structure 4, and the
The length of two strip structures 4 is more than the diameter of section of cylindrical cystosepiment 1.
In an embodiment of the present invention, which is located at the middle part of cylindrical cystosepiment 1, and the rope body structure 2 is tied up
It pricks and makes the second strip structure 4 be close to the bottom of cylindrical cystosepiment 1 in the centre position of the second strip structure 4, due to second
The length of strip structure 4 is less than the diameter of section of cylindrical cystosepiment 1, and is more than the diameter of strip-shaped hole, therefore the second bar shaped knot
Structure 4, which can prevent rope from falling off from strip-shaped hole, can't influence cylindrical cystosepiment 1 and fill in casing joint.
In an embodiment of the present invention, the length about 1-2cm of above-mentioned first strip structure 3.
Preferably, above-mentioned second strip structure 4 is batten.
Herein it is required that the sequence interchangeable of above-mentioned steps S3 and step S4, you can first to carry out step S4, then carry out
Step S3, this does not influence the purpose of the present invention.
Step S5, cylindrical cystosepiment 1 is filled in casing joint (since cystosepiment has elasticity, it can be very light
Loose ground fills in cylindrical cystosepiment 1 in casing joint), and consolidated cylindrical cystosepiment 1 with casing joint using plastic colloidal cloth
It is scheduled on together.
In an embodiment of the present invention, one end of above-mentioned casing joint is for connecting pre-buried pipeline, and the other end is for connecting
The pipeline of toilet seat blocks pre-buried pipeline casing joint using the above method, makes before the pipeline of toilet seat is not connected
Pre-buried pipeline will not be damaged by obtaining concrete, cement and the dust etc. of toilet construction site, while ensure that foam
Plate will not fall off, and while facilitating construction takes out cystosepiment, have very strong practicability.
It should be appreciated by those skilled in the art that those skilled in the art are combining the prior art and above-described embodiment can be with
Realize change case, this will not be repeated here.Such change case does not affect the essence of the present invention, and it will not be described here.
Presently preferred embodiments of the present invention is described above.It is to be appreciated that the invention is not limited in above-mentioned
Particular implementation, wherein the equipment and structure be not described in detail to the greatest extent are construed as giving reality with the common mode in this field
It applies;Any technical person familiar with the field, without departing from the scope of the technical proposal of the invention, all using the disclosure above
Methods and technical content many possible changes and modifications are made to technical solution of the present invention, or be revised as equivalent variations etc.
Embodiment is imitated, this is not affected the essence of the present invention.Therefore, every content without departing from technical solution of the present invention, foundation
The technical spirit any simple modifications, equivalents, and modifications made to the above embodiment of the present invention, still fall within the present invention
In the range of technical solution protection.
Claims (6)
1. a kind of method for blocking of pre-buried pipeline casing joint, which is characterized in that include the following steps:
A cylindrical cystosepiment is provided, and the diameter of section of the cylindrical cystosepiment is identical as described sleeve pipe connector internal diameter;
One rope body structure is passed through into the cylindrical cystosepiment from top to bottom;
One first strip structure, and described first are bound in one end that the rope body structure is located at the top of the cylindrical cystosepiment
The length of strip structure is more than the diameter of section of the cylindrical cystosepiment;
The one end for being located at the cylindrical foam board bottom portion in the rope body structure binds one second strip structure, and described second
The length of strip structure is less than the diameter of section of the cylindrical cystosepiment;
The cylindrical cystosepiment is filled in described sleeve pipe connector, and utilizes plastic colloidal cloth by the cylindrical cystosepiment and institute
Casing joint is stated to be fixed together.
2. the method for blocking of pre-buried pipeline casing joint as described in claim 1, which is characterized in that the rope body structure is fiber crops
Rope or steel wire rope.
3. the method for blocking of pre-buried pipeline casing joint as described in claim 1, which is characterized in that first strip structure
Length be 1-2cm.
4. the method for blocking of pre-buried pipeline casing joint as described in claim 1, which is characterized in that the cylinder cystosepiment
Thickness be 2-5cm.
5. the method for blocking of pre-buried pipeline casing joint as described in claim 1, which is characterized in that first strip structure
It is batten with second strip structure.
6. the method for blocking of pre-buried pipeline casing joint as described in claim 1, which is characterized in that the one of described sleeve pipe connector
End is used to connect the pipeline of toilet seat for connecting pre-buried pipeline, the other end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810432304.3A CN108533876A (en) | 2018-05-08 | 2018-05-08 | A kind of method for blocking of pre-buried pipeline casing joint |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810432304.3A CN108533876A (en) | 2018-05-08 | 2018-05-08 | A kind of method for blocking of pre-buried pipeline casing joint |
Publications (1)
Publication Number | Publication Date |
---|---|
CN108533876A true CN108533876A (en) | 2018-09-14 |
Family
ID=63476599
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810432304.3A Pending CN108533876A (en) | 2018-05-08 | 2018-05-08 | A kind of method for blocking of pre-buried pipeline casing joint |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108533876A (en) |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB105159A (en) * | 1916-06-20 | 1917-04-05 | James Heath | Improvements in Drain Plugs. |
EP0241557A1 (en) * | 1985-10-15 | 1987-10-21 | Pan American Trading Co.,Ltd. | Grout injector |
CN201268945Y (en) * | 2008-08-19 | 2009-07-08 | 中建三局第一建设工程有限责任公司 | Casing tube reserved pre-burying system |
CN202187556U (en) * | 2011-07-26 | 2012-04-11 | 北京城建北方建设有限责任公司 | Tool-type hole reserving mould |
CN203622746U (en) * | 2013-10-28 | 2014-06-04 | 重庆奥普太阳能热水器有限责任公司 | Anti-falling plug for smooth through hole |
CN204805831U (en) * | 2015-05-27 | 2015-11-25 | 江阴市巨匠文化创意发展有限公司 | Sealing plug with limiting plate |
CN205348775U (en) * | 2015-12-22 | 2016-06-29 | 中建六局第三建筑工程有限公司 | A positioner that pre -buried spool connected in was used for concrete structure |
CN205857766U (en) * | 2016-07-14 | 2017-01-04 | 中国建筑第七工程局有限公司 | A kind of construction interim waterproof plugging device of pre-buried pipeline |
CN106468075A (en) * | 2015-08-18 | 2017-03-01 | 五冶集团上海有限公司 | A kind of toilet pipe sleeve fixing meanss |
CN206854915U (en) * | 2017-06-23 | 2018-01-09 | 湖北金牛管业有限公司 | Auxiliary fixing device is welded in a kind of winding pipe enlarging |
CN207279040U (en) * | 2017-09-25 | 2018-04-27 | 中国建筑第八工程局有限公司 | The temporary blocking device of reserved casing |
-
2018
- 2018-05-08 CN CN201810432304.3A patent/CN108533876A/en active Pending
Patent Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB105159A (en) * | 1916-06-20 | 1917-04-05 | James Heath | Improvements in Drain Plugs. |
EP0241557A1 (en) * | 1985-10-15 | 1987-10-21 | Pan American Trading Co.,Ltd. | Grout injector |
CN201268945Y (en) * | 2008-08-19 | 2009-07-08 | 中建三局第一建设工程有限责任公司 | Casing tube reserved pre-burying system |
CN202187556U (en) * | 2011-07-26 | 2012-04-11 | 北京城建北方建设有限责任公司 | Tool-type hole reserving mould |
CN203622746U (en) * | 2013-10-28 | 2014-06-04 | 重庆奥普太阳能热水器有限责任公司 | Anti-falling plug for smooth through hole |
CN204805831U (en) * | 2015-05-27 | 2015-11-25 | 江阴市巨匠文化创意发展有限公司 | Sealing plug with limiting plate |
CN106468075A (en) * | 2015-08-18 | 2017-03-01 | 五冶集团上海有限公司 | A kind of toilet pipe sleeve fixing meanss |
CN205348775U (en) * | 2015-12-22 | 2016-06-29 | 中建六局第三建筑工程有限公司 | A positioner that pre -buried spool connected in was used for concrete structure |
CN205857766U (en) * | 2016-07-14 | 2017-01-04 | 中国建筑第七工程局有限公司 | A kind of construction interim waterproof plugging device of pre-buried pipeline |
CN206854915U (en) * | 2017-06-23 | 2018-01-09 | 湖北金牛管业有限公司 | Auxiliary fixing device is welded in a kind of winding pipe enlarging |
CN207279040U (en) * | 2017-09-25 | 2018-04-27 | 中国建筑第八工程局有限公司 | The temporary blocking device of reserved casing |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204530729U (en) | A kind of ecological protection device for greening side slope | |
KR101736292B1 (en) | Anchor using corrugated pipe for enabling reinforcement of anchor's free-length field and constructing method thereof | |
CN209211748U (en) | A kind of structure node of assembled ceiling radiating system | |
CN207079627U (en) | A kind of assembled underground pipe gallery member connecting structure | |
CN107059916B (en) | A kind of retaining wall and its construction method with body structure portion disengagement | |
CN108442404A (en) | Assembled composite ecotype retaining wall and its construction method | |
CN105714933A (en) | Beam-column connection joint for frame structure | |
CN109653245A (en) | A kind of precast assembly pipe gallery groove and tognue type joint waterproofing construction and method | |
CN206829419U (en) | A kind of novel frame fills wall anti-seismic structure | |
CN109235467A (en) | A kind of lattice guest support system and its laying method suitable for high precipitous rock slope ecological recovery | |
CN206189457U (en) | Piping lane and waterproof node thereof | |
CN108533876A (en) | A kind of method for blocking of pre-buried pipeline casing joint | |
CN101967900B (en) | Building wall seismic resisting method | |
CN208219696U (en) | Assembled composite ecotype retaining wall | |
CN203947383U (en) | Cement concrete pavement space joint | |
CN203499110U (en) | Rebar structure of prefabricated component | |
JP4172705B2 (en) | Block mat | |
CN206736978U (en) | The pile crown water proof structure of skyscraper level of ground water higher position | |
CN206581264U (en) | A kind of reducing multinode churning anti-float anchor rod | |
KR101609761B1 (en) | The construction method of stone mattress | |
CN106574462A (en) | Multi-link construction element and method for assembling same | |
JP2009249966A (en) | Construction method for stabilizing ground and reinforcing member for stabilizing ground | |
CN208965395U (en) | A kind of connector uses the spigot-and-socket construction precast assembly bridge pier of cast-in-place UHPC material | |
CN110541579B (en) | Reinforced wall and construction method thereof | |
CN206328895U (en) | Framework of steel reinforcement and single-row reinforcement shear wall for shear wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180914 |