CN206678144U - A kind of ring main unit base concrete prefabricated-member mould - Google Patents
A kind of ring main unit base concrete prefabricated-member mould Download PDFInfo
- Publication number
- CN206678144U CN206678144U CN201720355081.6U CN201720355081U CN206678144U CN 206678144 U CN206678144 U CN 206678144U CN 201720355081 U CN201720355081 U CN 201720355081U CN 206678144 U CN206678144 U CN 206678144U
- Authority
- CN
- China
- Prior art keywords
- pieces
- active well
- side wall
- main unit
- unit base
- 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.)
- Active
Links
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model is a kind of ring main unit base concrete prefabricated-member mould.Include common box type basis prefabricated panel, two pieces of active well bottom plates, two pieces of foundation side walls, two pieces of active well side walls, basis are beared down on one collar tie beam, work manhole cover plate, wherein two pieces of active well bottom plates are transversely arranged at the both sides of common box type basis prefabricated panel respectively, two pieces of foundation side walls edges are longitudinally mounted to the both sides of common box type basis prefabricated panel, collar tie beam bear down on one installed in the top of foundation side wall in basis, two pieces of active well side walls are separately mounted on active well bottom plate, and be bonded with foundation side wall, work manhole cover plate is arranged on the top of active well side wall.Ring main unit base concrete prefabricated-member mould of the present utility model can once be completed to make in factory, is not required to be combined at the construction field (site), can be raised labour productivity, ensures the high-quality of component.
Description
Technical field
The utility model is a kind of ring main unit base concrete prefabricated-member mould, belongs to ring main unit base concrete prefabricated component
The renovation technique of mould.
Background technology
Ring main unit basis is a kind of path basis facility most commonly seen in distribution engineering.During daily construction, adopt
With Site Template installation and concreting.But in work progress, nearby vehicle traffic and environment are had a great influence, applied
It is long between man-hour, and the more difficult control of mass ratio.
The content of the invention
The purpose of this utility model is to provide a kind of ring main unit base concrete prefabricated-member mould.The utility model is one
Kind can once complete the ring main unit base concrete prefabricated-member mould of making in factory, be not required to be combined at the construction field (site).
The technical solution of the utility model is：Ring main unit base concrete prefabricated-member mould of the present utility model, includes
Common box type basis prefabricated panel, two pieces of active well bottom plates, two pieces of foundation side walls, two pieces of active well side walls, basis bear down on one collar tie beam, work
Make manhole cover plate, wherein two pieces of active well bottom plates are transversely arranged at the both sides of common box type basis prefabricated panel, two pieces of bases respectively
For side wall along being longitudinally mounted to the both sides of common box type basis prefabricated panel, the basis collar tie beam that bears down on one is arranged on the top of foundation side wall, and two
Block active well side wall is separately mounted on active well bottom plate, and is bonded with foundation side wall, and work manhole cover plate is arranged on active well side
The top of wall.
Ring main unit base concrete prefabricated-member mould of the present utility model can once be completed to make in factory, be not required to applying
Work scene is combined, and can be raised labour productivity, and ensures the high-quality of component；Only need to do prefabricated components installation connection,
Greatly reduce formwork and the concreting at scene, reduce the influence of season and weather to engineering construction.The utility model is
A kind of convenient and practical ring main unit base concrete prefabricated-member mould.
Brief description of the drawings
Fig. 1 is structural representation of the present utility model；
Fig. 2 is structure decomposition figure of the present utility model.
Embodiment
Ring main unit base concrete prefabricated-member mould of the present utility model, include common box type basis prefabricated panel 1, two
2, two pieces of block active well bottom plate, 3, two pieces of foundation side wall active well side wall 4, basis bear down on one collar tie beam 5, work manhole cover plate 7, wherein two
Block active well bottom plate 2 is transversely arranged at the both sides of common box type basis prefabricated panel 1 respectively, and two pieces of foundation side walls 3 are along longitudinal peace
Mounted in the both sides of common box type basis prefabricated panel 1, collar tie beam 5 is beared down on one installed in the top of foundation side wall 3, two pieces of active well sides in basis
Wall 4 is separately mounted on active well bottom plate 2, and is bonded with foundation side wall 3, and work manhole cover plate 7 is arranged on the top of active well side wall 4
Portion.
In the present embodiment, the assembling part fire-proof and water-proof of above-mentioned two pieces of active well bottom plates 2 and common box type basis prefabricated panel 1
Glue joint filling, then it is floating with cement mortar.
In the present embodiment, above-mentioned active well side wall 4 and the junction of active well bottom plate 2 are real with cement mortar grouting.
In the present embodiment, above-mentioned active well side wall 4 and the binding face fire-proof and water-proof glue joint filling of foundation side wall 3, then use water
Cement mortar is floating.
In the present embodiment, above-mentioned two pieces of foundation side walls 3 are separately mounted to recessed set by the both sides of common box type basis prefabricated panel 1
On at groove, its assembling part is real with cement mortar grouting.
It is equiped with channel-section steel 6 on collar tie beam 5 in addition, above-mentioned basis is beared down on one, in the present embodiment, above-mentioned channel-section steel 6 is embedded in basic pressure
The groove of top beam 5.
The utility model embodiment replaces traditional Site Template installation and coagulation in a manner of precast concrete is assembled
Native pouring construction, specific implementation step are：
1st, excavation of foundation pit；
2nd, common box type basis prefabricated panel 1 and active well bottom plate 2, active well bottom plate 2 totally 2 are placed, is separately mounted to altogether
On the short side of the box both sides of basic prefabricated panel 1, the fire-proof and water-proof glue joint filling of its assembling part, then it is floating with cement mortar；
3rd, foundation side wall 3 totally 2, it is separately mounted on the groove of the both sides long side of common box type basis prefabricated panel 1, it is spelled
Dress sentences cement mortar grouting reality；
4th, the basic collar tie beam 5 that bears down on one is arranged on the top of foundation side wall 3, and wherein channel-section steel 6 is embedded in basic the recessed of collar tie beam 5 that bear down on one
At groove；
5th, 2 active well side walls 4 are separately mounted on active well bottom plate 2, and are bonded with foundation side wall 3, wherein active well
Side wall 4 and the junction of active well bottom plate 2 are real to cement mortar grouting, and the binding face of active well side wall 4 and foundation side wall 3, which is used, to be prevented
Fiery marine glue joint filling, then it is floating with cement mortar；
6th, the manhole cover plate 7 that works is arranged on the groove at the top of active well side wall 4；
7th, basis backfill.
Claims (7)
- A kind of 1. ring main unit base concrete prefabricated-member mould, it is characterised in that include common box type basis prefabricated panel, two pieces Active well bottom plate, two pieces of foundation side walls, two pieces of active well side walls, basis bear down on one collar tie beam, work manhole cover plate, wherein two pieces of active wells Bottom plate is transversely arranged at the both sides of common box type basis prefabricated panel respectively, and two pieces of foundation side walls edges are longitudinally mounted to common box type base The both sides of plinth prefabricated panel, the basic collar tie beam that bears down on one are arranged on the top of foundation side wall, and two pieces of active well side walls are separately mounted to work Make on the plate of shaft bottom, and be bonded with foundation side wall, work manhole cover plate is arranged on the top of active well side wall.
- 2. ring main unit base concrete prefabricated-member mould according to claim 1, it is characterised in that above-mentioned two pieces of active wells The assembling part fire-proof and water-proof glue joint filling of bottom plate and common box type basis prefabricated panel.
- 3. ring main unit base concrete prefabricated-member mould according to claim 1, it is characterised in that above-mentioned active well side wall It is real with cement mortar grouting with the junction of active well bottom plate.
- 4. ring main unit base concrete prefabricated-member mould according to claim 1, it is characterised in that above-mentioned active well side wall With the binding face fire-proof and water-proof glue joint filling of foundation side wall.
- 5. the ring main unit base concrete prefabricated-member mould according to any one of Claims 1-4, it is characterised in that above-mentioned two Block foundation side wall is separately mounted on the groove set by the prefabricated panel both sides of common box type basis.
- 6. ring main unit base concrete prefabricated-member mould according to claim 5, it is characterised in that bear down on one circle on above-mentioned basis Channel-section steel is equiped with beam.
- 7. ring main unit base concrete prefabricated-member mould according to claim 6, it is characterised in that above-mentioned channel-section steel is embedded in Bear down on one the groove of collar tie beam on basis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720355081.6U CN206678144U (en) | 2017-04-06 | 2017-04-06 | A kind of ring main unit base concrete prefabricated-member mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720355081.6U CN206678144U (en) | 2017-04-06 | 2017-04-06 | A kind of ring main unit base concrete prefabricated-member mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206678144U true CN206678144U (en) | 2017-11-28 |
Family
ID=60398545
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720355081.6U Active CN206678144U (en) | 2017-04-06 | 2017-04-06 | A kind of ring main unit base concrete prefabricated-member mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206678144U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067258A (en) * | 2019-05-17 | 2019-07-30 | 山东鲁泰建材科技集团有限公司 | A kind of modularized combination type ring network cabinet basis and construction method |
-
2017
- 2017-04-06 CN CN201720355081.6U patent/CN206678144U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110067258A (en) * | 2019-05-17 | 2019-07-30 | 山东鲁泰建材科技集团有限公司 | A kind of modularized combination type ring network cabinet basis and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103912011B (en) | The prefabricated assembled underground structure of open cut | |
| CN207160039U (en) | A kind of Tenon prefabricated PC open caisson | |
| CN101914925B (en) | Basement by using optimized composite prefabricated arch wall as external wall | |
| CN104805866A (en) | Prefabricated comprehensive pipe gallery and construction method | |
| CN101787710B (en) | Integrally-assembled buttressed retaining wall and construction method thereof | |
| CN107761765B (en) | Fully assembled subway station double-column main body structure and construction method thereof | |
| CN105178357A (en) | Prefabricated subsurface structure under foundation trench open cutting condition and construction method for prefabricated subsurface structure under foundation trench open cutting condition | |
| CN101418569B (en) | Optimization complex arch wall combining prefabricated arch leaf, support and major structure | |
| CN103397660A (en) | Underground construction constructed in assembled mode and construction method of underground construction | |
| CN104532957B (en) | Existing building sets up basement reversed construction method | |
| CN204753627U (en) | Prefabricated comprehensive piping lane | |
| CN103362513A (en) | Transformation and construction method for existing cavity in underground excavation region | |
| CN109056703A (en) | A kind of construction method of assembled underground continuous wall | |
| CN204645253U (en) | A kind of prefabricated house | |
| CN106703279A (en) | Improving method for pipeline burying construction of infilled wall | |
| CN104652495B (en) | Internal support of foundation pit column and base plate node waterproof construction technology | |
| CN106088318A (en) | The overlapping assembled integral basement that flat slab system is combined with post and lintel system | |
| CN105369799A (en) | Concrete precast pile of precast pile underground diaphragm wall and construction method of precast pile underground diaphragm wall | |
| CN204059417U (en) | A kind of complete inverse impervious node structure of method wall beam | |
| CN206678144U (en) | A kind of ring main unit base concrete prefabricated-member mould | |
| CN105065040B (en) | A kind of prefabricated underground space tunneling construction method of top plate | |
| CN106088317A (en) | The overlapping assembled integral basement that post and lintel system is combined with flat slab system | |
| CN107268675A (en) | The laying method and structure of a kind of many storehouse underground pipe galleries of combined type | |
| CN106193120B (en) | Basement is encorbelmented, and bottom plate is inverse to make structure and construction method | |
| CN105421488B (en) | The construction method of sole plate support replacement in the combined fender construction system of underground |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: 515057 Room 608, block B, Longhu power supply building, No. 74 Huangshan Road, Shantou City, Guangdong Province Patentee after: Guangdong Guangao Energy Technology Co.,Ltd. Address before: 515057 Room 608, area B, Longhu power supply building, 74 Huangshan Road, Shantou City, Guangdong Province Patentee before: SHANTOU SPECIAL ECONOMIC ZONE GUANG'AO ELECTRIC POWER DEVELOPMENT CO.,LTD. |
|
| CP03 | Change of name, title or address |