CN107989070A - A kind of prefabricated piping lane device and its construction method - Google Patents
A kind of prefabricated piping lane device and its construction method Download PDFInfo
- Publication number
- CN107989070A CN107989070A CN201711481194.1A CN201711481194A CN107989070A CN 107989070 A CN107989070 A CN 107989070A CN 201711481194 A CN201711481194 A CN 201711481194A CN 107989070 A CN107989070 A CN 107989070A
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- CN
- China
- Prior art keywords
- template
- piping lane
- prefabricated piping
- water
- lane device
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 16
- 239000003292 glue Substances 0.000 claims abstract description 18
- 238000012856 packing Methods 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 7
- 230000000694 effects Effects 0.000 claims description 6
- 239000003973 paint Substances 0.000 claims description 5
- 239000005871 repellent Substances 0.000 claims description 5
- 238000010586 diagram Methods 0.000 claims description 4
- 238000004080 punching Methods 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 description 6
- 230000001070 adhesive effect Effects 0.000 description 6
- 238000012407 engineering method Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000009415 formwork Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of prefabricated piping lane device and its construction method, including template, water tight packing groove is provided with the top of the template, the both sides of the die head have been fixedly connected with suspender, the surface of the template offers water-stop glue bar groove, and the corner location of the template offers preformed hole, and the surface of the template is provided with connector screw rod, connector screw rod is connected using faucet structure and spiral connection with template, and the surface of template is provided with facade template interface.The prefabricated piping lane device can ensure that piping lane has its distinctive advantage pouring, vibrate, conserve etc., reduce piping lane in the error poured, size easily occurs, at the same time steam curing is used using template, it ensure that project progress and the quality of prefabricated piping lane, engineering time be greatly saved, and it is simple in structure, easily construction and operation, can be enough long with Reusability and service life, very big income can be obtained, there is very wide applicability and generalization.
Description
Technical field
The present invention relates to concreting technical field, is specially a kind of prefabricated piping lane device and its construction method.
Background technology
Underground pipe gallery is " City Buried Pipeline synthesis ", is important infrastructure and the " life for ensureing city operations
Order line ".Into after 2014, underground pipe gallery policy is intensive to be put into effect and constantly raises the price, refines.Meanwhile portion is firmly built complete
36 big and medium-sized cities of state start underground pipe gallery pilot project comprehensively, and cast-in-place when, general template is be easy to cause piping lane
There is error in size, easily occurs sliding formwork phenomenon when causing spillage, and vibrating, so that construction quality is influenced, for this reason, we carry
Go out a kind of prefabricated piping lane device.
The content of the invention
It is an object of the invention to provide a kind of prefabricated piping lane device and its construction method, possesses the ruler for ensuring box culvert product
The advantages of very little convenient installation docking, the template of prefabricated piping lane uses dedicated fixed dimension punching block, solve template and be easy to cause
There is error in size, easily occurs sliding formwork phenomenon when causing spillage, and vibrating, so that the problem of influencing construction quality.
To achieve the above object, the present invention provides following technical solution：A kind of prefabricated piping lane device, including template, it is described
Water tight packing groove is provided with the top of template, the both sides of the die head have been fixedly connected with suspender, the surface of the template
Water-stop glue bar groove is offered, the corner location of the template offers preformed hole, and the surface of the template is provided with connector screw rod,
The connector screw rod is connected using faucet structure and spiral connection with template, and the surface of the template is provided with facade template and connects
Mouthful, the surface activity of the template is provided with connecting box.
Preferably, the surface of the template and ST water-stop glue bands, the template are fixedly connected with positioned at the position of bell and spigot
Be internally provided with built-in punching block.
Preferably, the surface of the template and the bottoms of ST water-stop glue bands is provided with TB water-repellent paints, the template
It is made of channel steel and steel plate.
Preferably, the surface of the template offers the position of multiple threaded holes, the surface of the template and corresponding threaded hole
Install and be equipped with bolt.
Its construction method is as follows：Ensure that bed course is smooth by measuring absolute altitude first, installation site surveying setting-out, in strict accordance with
Box culvert configuration diagram is installed, and steel strand wires are penetrated in the preformed hole of box culvert corner, when carrying out tensioning link, ensures two tensioning
Push ahead at the same time in hole, it is ensured that box culvert without departing from, according to scene situation tensioning or diagonal are first carried out using lower part Liang Ge holes
Hole carry out tensioning mode come ensure installation precision, reach seam crossing and do not misplace.
Compared with prior art, beneficial effects of the present invention are as follows：
1st, the present invention is by the way that there is provided water tight packing groove, suspender, water-stop glue bar groove, preformed hole, connector screw rod and facade mould
Plate interface so that piping lane device can ensure that piping lane has its distinctive advantage pouring, vibrate, conserve etc., reduce pipe
Corridor uses steam curing in the error poured, size easily occurs, while using template, ensure that project progress and prefabricated piping lane
Quality, engineering time is greatly saved, and simple in structure, easily construction and operation, can be reached with Reusability and service life
Long, very big income can be obtained, there is very wide applicability and generalization.
2nd, the present invention is by that there is provided ST water-stop glue bands, can play certain sealing effect, improve the sealing of template
Property, by there is provided TB water-repellent paints, using TB engineering method adhesive speciallies, beneficial to vibrating, ensureing the intensity of prefabricated piping lane, passing through
There is provided threaded hole so that is bolted between template and template even closer.
Brief description of the drawings
Fig. 1 is schematic structural view of the invention；
Fig. 2 is top view of the present invention；
Fig. 3 is side view of the present invention；
Fig. 4 is structure of steel die schematic diagram built in the present invention；
Fig. 5 is interface drawing of the present invention；
Fig. 6 is bolt hole floor plan of the present invention.
In figure：1 template, 2 water tight packing grooves, 3 suspenders, 4 water-stop glue bar grooves, 5 preformed holes, 6 connector screw rods, 7 facade templates
Interface, 8ST water-stop glues band, 9TB water-repellent paints, 10 threaded holes, 11 connecting boxs.
Embodiment
Below in conjunction with the attached drawing in the embodiment of the present invention, the technical solution in the embodiment of the present invention is carried out clear, complete
Site preparation describes, it is clear that described embodiment is only part of the embodiment of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other without making creative work
Embodiment, belongs to the scope of protection of the invention.
- 6 are please referred to Fig.1, a kind of prefabricated piping lane device, including template 1, the top of template 1 are provided with water tight packing groove 2,
The both sides at the top of template 1 have been fixedly connected with suspender 3, and the surface of template 1 offers water-stop glue bar groove 4, the corner location of template 1
Offer preformed hole 5, the surface of template 1 is provided with connector screw rod 6, connector screw rod 6 using faucet structure and spiral connection with
Template 1 connects, and the surface of template 1 is provided with facade template interface 7, and the surface activity of template 1 is provided with connecting box 11, template 1
Surface and be fixedly connected with ST water-stop glues band 8 positioned at the position of bell and spigot, template 1 is internally provided with built-in punching block, passes through
There is provided ST water-stop glues band 8, certain sealing effect can be played, improves the leakproofness of template 1, the surface and position of template 1
The bottom of ST water-stop glues band 8 is provided with TB water-repellent paints 9, template 1 is made of channel steel and steel plate, by the way that there is provided TB waterproofs
Coating 9, using TB engineering method adhesive speciallies, beneficial to vibrating, ensures the intensity of prefabricated piping lane, and the surface of template 1 offers multiple
The position of threaded hole 10, the surface of template 1 and corresponding threaded hole 10 is provided with bolt, by the way that there is provided threaded hole 10 so that mould
Be bolted between plate 1 and template 1 it is even closer, by the way that there is provided water tight packing groove 2, suspender 3, water-stop glue bar groove 4, pre-
Box out 5, connector screw rod 6 and facade template interface 7 so that piping lane device can ensure that piping lane is being poured, vibrate, conserved etc.
There is its distinctive advantage, reduce piping lane in the error poured, size easily occurs, while steam curing is used using template 1,
It ensure that project progress and the quality of prefabricated piping lane, engineering time be greatly saved, and simple in structure, easily construction and operation,
Can be enough long with Reusability and service life, very big income can be obtained, there is very wide applicability and generalization.
In use, in the basic unit or ready-made leveling layer handled well, debris and surface dust are cleaned, then branching standing template 1 again,
1 height of template is highly flush with bedding design, and template 1 is placed on soil matrix layer by precalculated position, both sides with crooked chisel squeeze into
Fixed position, 1 top surface of template verify its absolute altitude with spirit level.
During installation, ensure that bed course is smooth by measuring absolute altitude first, installation site surveying setting-out, is strictly pressed
Installed according to box culvert configuration diagram, steel strand wires are penetrated in the preformed hole 5 of box culvert corner, when carrying out tensioning link, ensure two
Push ahead at the same time in tensioning hole, it is ensured that box culvert without departing from, according to scene situation tensioning or right is first carried out using lower part Liang Ge holes
Linea angulata hole carry out tensioning mode come ensure installation precision, reach seam crossing and do not misplace.
Constructed at box culvert joined inside using TB engineering method adhesive speciallies, be to ensure that ne-leakage is fully achieved in box culvert
Crucial engineering method, construction wrong can influence the connectivity between adhesive and concrete, such as the filling of junction adhesive not enough and
There is air entrance, the waterproof of interface can be substantially reduced, to ensure the construction quality, carried out in strict accordance with construction procedure, TB glue is filled out
Interface is cleaned out before filling, it is ensured that interface free from admixture, flattens adhesive with dedicated instrument after filling and drive air out of.
In summary：The prefabricated piping lane device, by template 1, water tight packing groove 2, suspender 3, water-stop glue bar groove 4, reserved
Hole 5, the cooperation of connector screw rod 6, facade template interface 7 and connecting box 11, solve template and be easy to cause size and error occur, lead
Easily there is sliding formwork phenomenon when causing spillage, and vibrating, so that the problem of influencing construction quality.
Although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
Understanding without departing from the principles and spirit of the present invention can carry out these embodiments a variety of changes, modification, replace
And modification, the scope of the present invention is defined by the appended.
Claims (5)
1. a kind of prefabricated piping lane device, including template (1), it is characterised in that：Water tight packing is provided with the top of the template (1)
Groove (2), the both sides at the top of the template (1) have been fixedly connected with suspender (3), and the surface of the template (1) offers water-stop glue
Bar groove (4), the corner location of the template (1) offer preformed hole (5), and the surface of the template (1) is provided with connector screw rod
(6), the connector screw rod (6) is connected using faucet structure and spiral connection with template (1), and the surface of the template (1) is set
Facade template interface (7) is equipped with, the surface activity of the template (1) is provided with connecting box (11).
A kind of 2. prefabricated piping lane device according to claim 1, it is characterised in that：The surface of the template (1) and it is located at
The position of bell and spigot is fixedly connected with ST water-stop glues band (8), and the template (1) is internally provided with built-in punching block.
A kind of 3. prefabricated piping lane device according to claim 2, it is characterised in that：The surface of the template (1) and it is located at
The bottom of ST water-stop glues band (8) is provided with TB water-repellent paints (9), and the template (1) is made of channel steel and steel plate.
A kind of 4. prefabricated piping lane device according to claim 1, it is characterised in that：The surface of the template (1) offers
The position of multiple threaded holes (10), the surface of the template (1) and corresponding threaded hole (10) is provided with bolt.
A kind of 5. construction method of the prefabricated piping lane device in 1-4 such as claim as described in any one, it is characterised in that：First
Ensure that bed course is smooth by measuring absolute altitude, installation site surveying setting-out, is installed in strict accordance with box culvert configuration diagram, in box culvert four
Steel strand wires are penetrated in the preformed hole (5) at angle, when carrying out tensioning link, ensure that two tensioning holes are pushed ahead at the same time, it is ensured that box culvert
Without departing from first carrying out tensioning or diagonal bore using lower part Liang Ge holes according to the situation at scene and carry out ensureing to pacify by the way of tensioning
The precision of dress, reaches seam crossing and does not misplace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711481194.1A CN107989070A (en) | 2017-12-30 | 2017-12-30 | A kind of prefabricated piping lane device and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711481194.1A CN107989070A (en) | 2017-12-30 | 2017-12-30 | A kind of prefabricated piping lane device and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107989070A true CN107989070A (en) | 2018-05-04 |
Family
ID=62039674
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711481194.1A Pending CN107989070A (en) | 2017-12-30 | 2017-12-30 | A kind of prefabricated piping lane device and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107989070A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755759A (en) * | 2018-07-12 | 2018-11-06 | 湘潭大学 | The non-evaporating foster self-compaction UHPC pipe galleries forming technique of one kind and construction method |
| CN110714481A (en) * | 2019-08-16 | 2020-01-21 | 中电建十一局工程有限公司 | Construction method for prefabricated assembly type power pipe gallery |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102350730A (en) * | 2011-09-30 | 2012-02-15 | 江苏江扬建材机械有限公司 | Novel assembled steel mould of concrete box culvert |
| CN102536262A (en) * | 2012-03-06 | 2012-07-04 | 四川省岷源水利水电工程设计有限公司 | Prefabricated power tunnel and mounting method thereof |
| CN204690783U (en) * | 2015-04-15 | 2015-10-07 | 上海市政工程设计研究总院（集团）有限公司 | A kind of prefabricated assembled single cabin municipal administration synthesis pipe gallery |
| CN206736955U (en) * | 2017-01-22 | 2017-12-12 | 中民筑友科技（衡阳）有限公司 | A kind of comprehensive pipe gallery die |
| CN207739281U (en) * | 2017-12-30 | 2018-08-17 | 中建四局第五建筑工程有限公司 | A kind of prefabricated piping lane device |
-
2017
- 2017-12-30 CN CN201711481194.1A patent/CN107989070A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102350730A (en) * | 2011-09-30 | 2012-02-15 | 江苏江扬建材机械有限公司 | Novel assembled steel mould of concrete box culvert |
| CN102536262A (en) * | 2012-03-06 | 2012-07-04 | 四川省岷源水利水电工程设计有限公司 | Prefabricated power tunnel and mounting method thereof |
| CN204690783U (en) * | 2015-04-15 | 2015-10-07 | 上海市政工程设计研究总院（集团）有限公司 | A kind of prefabricated assembled single cabin municipal administration synthesis pipe gallery |
| CN206736955U (en) * | 2017-01-22 | 2017-12-12 | 中民筑友科技（衡阳）有限公司 | A kind of comprehensive pipe gallery die |
| CN207739281U (en) * | 2017-12-30 | 2018-08-17 | 中建四局第五建筑工程有限公司 | A kind of prefabricated piping lane device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108755759A (en) * | 2018-07-12 | 2018-11-06 | 湘潭大学 | The non-evaporating foster self-compaction UHPC pipe galleries forming technique of one kind and construction method |
| CN110714481A (en) * | 2019-08-16 | 2020-01-21 | 中电建十一局工程有限公司 | Construction method for prefabricated assembly type power pipe gallery |
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|---|---|---|---|
| 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 |
Application publication date: 20180504 |