CN205530344U - Utility tunnel is pour to split type no mould - Google Patents
Utility tunnel is pour to split type no mould Download PDFInfo
- Publication number
- CN205530344U CN205530344U CN201620261282.5U CN201620261282U CN205530344U CN 205530344 U CN205530344 U CN 205530344U CN 201620261282 U CN201620261282 U CN 201620261282U CN 205530344 U CN205530344 U CN 205530344U
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- CN
- China
- Prior art keywords
- side wall
- layer
- upper cover
- cover plate
- splint
- 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.)
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- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model discloses an utility tunnel is pour to split type no mould, including reinforced concrete bottom plate, the last left and right side of reinforced concrete bottom plate is connected with the side wall board respectively perpendicularly, and the side wall board is the double -deck sandwich of side wall inner splint, side wall outer clamping plate constitution respectively at the PC of mill shop -fabricated, every side side wall board, is connected with the upper cover plate between the wallboard top of both sides, and the upper cover plate comprises with the cast -in -place layer who pours at the construction field (site) on prefabricated layer the prefabricated layer in the shop -fabricated of the PC of mill. The utility model discloses the piping lane adopts the split type no mould pouring structure that the mill is prefabricated and cast in situs combines together, and site operations is more convenient.
Description
Technical field
This utility model relates to building industrialization PC member arts, a kind of split type pours underground integrated pipe without mould
Corridor.
Background technology
The modernization of urban infrastructure is the premise improving city running efficiency.Traditional municipal public use pipeline uses
Unsettled stringing or the method for directly buried installation, the former causes various circuit as fine as a spider's web disorderly and unsystematic, has a strong impact on city appearance of the city ring
Border；The latter must construct by excavated pavement repeatedly, causes and has inconvenient traffic and the serious wasting of resources, disturbs the normal raw of resident
Live and order of work.Collect the Urban Underground integrated pipe of electric power, communication, heating power, feedwater, middle water, sewage, combustion gas, communications service
Therefore corridor arises at the historic moment.China's underground pipe gallery building cause is at the early-stage, general employing mould one-piece casting segmental hoisting
Structure engineering method.Owing to the huge weight in pipe gallery cross section is considerable, piping lane makes and site operation is the most inconvenient, piping lane mould in addition
Tool cost is the highest so that the cost of underground pipe gallery reaches 1.2 hundred million yuan/kilometer, have impact on underground integrated pipe
The popularization progress of corridor.And the joint Anti-seeping technology workload of piping lane segmentation is big, construction bothers very much.
Utility model content the purpose of this utility model is to provide and a kind of split type pours underground pipe gallery without mould, with
The problem solving the inconvenience of prior art pipe gallery construction operation.
In order to achieve the above object, the technical scheme that this utility model is used is:
One is split type pours underground pipe gallery without mould, it is characterised in that: it is included in the level of job site manufacture
Reinforced concrete floor；
On reinforced concrete floor, left and right side is respectively perpendicular connection framed side wallboard, and described framed side wallboard is pre-in factory PC workshop
System, the double layer sandwich structure that every side framed side wallboard is respectively side wall inner splint, side wall external splint is constituted, side wall inner splint is towards side wall
The one side of external splint is provided with side wall inner splint girder rib, and side wall external splint is provided with side wall external splint towards the one side of side wall inner splint
Embedded ribs, and at the construction field (site) every side framed side wallboard has poured side wall in-situ layer between the inside and outside clamping plate of side wall respectively, side wall is cast-in-place
Layer is covered each by side wall inner splint girder rib, side wall external splint embedded ribs, is provided with side wall in-situ layer ring muscle in side wall in-situ layer, by
Every side inside and outside clamping plate of side wall are connected as the side of entirety by side wall in-situ layer, side wall inner splint girder rib, side wall external splint embedded ribs
Wallboard；
Between the panel tops of both sides connect have upper cover plate, described upper cover plate by factory's PC shop-fabricated preformed layer and
The in-situ layer that job site is cast on preformed layer is constituted, and preformed layer is provided with upper cover plate girder rib net, and in-situ layer is cast in pre-
On preparative layer and cover upper cover plate girder rib net, upper cover plate girder rib net preformed layer and in-situ layer are connected as the upper cover of entirety
Plate.
Described one is split type pours underground pipe gallery without mould, it is characterised in that: every side wall inner splint medial wall, side
On be respectively equipped with line holder nut.
This utility model advantage is:
1, piping lane uses the split type pouring structure without mould that prefabrication and cast in situs combine, and field operation is the most square
Just.
2, the base plate of piping lane, framed side wallboard, upper cover plate are respectively adopted direct casting molding, substantially need not carry out waterproof executing again
Work.
3, clamping plate, the pre-manufacturing of cover plate inside and outside piping lane side wall, can be carried out on common PC prefabricated components production line, it is not necessary to
Make large mold, significantly save piping lane cost of manufacture, it is simple to the popularization and application of pipe gallery technology.
Accompanying drawing explanation
Fig. 1 is this utility model structure positive view.
Fig. 2 is this utility model structure side sectional view.
Detailed description of the invention
Seeing shown in Fig. 1, Fig. 2, one is split type pours underground pipe gallery without mould, is included in the water that job site manufactures
Flat reinforced concrete floor 1；
On reinforced concrete floor 1, left and right side is respectively perpendicular connection framed side wallboard 11, and framed side wallboard 11 is pre-in factory PC workshop
System, the double layer sandwich structure that every side framed side wallboard 11 is respectively side wall inner splint 12, side wall external splint 2 is constituted, side wall inner splint 12
Being provided with side wall inner splint girder rib 13 towards the one side of side wall external splint 2, side wall external splint 2 is towards the one side of side wall inner splint 12
It is provided with side wall external splint embedded ribs 3, and at the construction field (site) every side framed side wallboard has poured between the inside and outside clamping plate of side wall 12,2 respectively
Side wall in-situ layer 4, side wall in-situ layer 4 is covered each by side wall inner splint girder rib 13, side wall external splint embedded ribs 3, and side wall is cast-in-place
Being provided with side wall in-situ layer ring muscle 5 in layer 4, by side wall in-situ layer 4, side wall inner splint girder rib 13, side wall external splint embedded ribs 3 will
Every side inside and outside clamping plate of side wall 12,2 are connected as the framed side wallboard 11 of entirety；
Connecting between both sides wallboard 11 top and have upper cover plate 9, upper cover plate 9 is by preformed layer 6 He in factory's PC shop-fabricated
The in-situ layer 8 being cast at the construction field (site) on preformed layer 6 is constituted, and preformed layer 6 is provided with upper cover plate girder rib net 7, and in-situ layer 8 waters
Build on preformed layer 6 and cover upper cover plate girder rib net 7, upper cover plate girder rib net 7 preformed layer 6 and in-situ layer 8 are connected as
Overall upper cover plate 9.It is respectively equipped with line holder nut 10 on every side wall inner splint 2 medial wall, side.
In this utility model, piping lane is designed as split type pouring without mould, and its reinforced concrete floor is the most prefabricated；
Framed side wallboard uses sandwich structure, and i.e. side wall inner splint, side wall external splint are in factory's PC shop-fabricated, and side wall in-situ layer is existing in construction
Vibrating and pour in field, inside and outside side wall, clamping plate are designed with girder rib, embedded ribs, when cast in situs, framed side wallboard is connected into one whole
Body；Side wall inner splint is designed with line holder nut, is used for installing line holder；Upper cover plate is made up of preformed layer and in-situ layer,
An entirety is connected into girder rib.
Claims (2)
1. one kind split type pours underground pipe gallery without mould, it is characterised in that: it is included in the steel of the level that job site manufactures
Reinforced concrete base plate；
On reinforced concrete floor, left and right side is respectively perpendicular connection framed side wallboard, and described framed side wallboard is in factory's PC shop-fabricated, often
The double layer sandwich structure that side framed side wallboard is respectively side wall inner splint, side wall external splint is constituted, side wall inner splint is towards side wall outer clip
The one side of plate is provided with side wall inner splint girder rib, and it is pre-buried that side wall external splint is provided with side wall external splint towards the one side of side wall inner splint
Muscle, and at the construction field (site) every side framed side wallboard has poured side wall in-situ layer between the inside and outside clamping plate of side wall respectively, side wall in-situ layer divides
Not Fu Gai side wall inner splint girder rib, side wall external splint embedded ribs, be provided with side wall in-situ layer ring muscle in side wall in-situ layer, by side wall
Every side inside and outside clamping plate of side wall are connected as the side wall of entirety by in-situ layer, side wall inner splint girder rib, side wall external splint embedded ribs
Plate；
Connecting between the panel tops of both sides and have upper cover plate, described upper cover plate is by the preformed layer in factory's PC shop-fabricated with in construction
Cast in situs in-situ layer on preformed layer is constituted, and preformed layer is provided with upper cover plate girder rib net, and in-situ layer is cast in preformed layer
Go up and cover upper cover plate girder rib net, upper cover plate girder rib net preformed layer and in-situ layer are connected as the upper cover plate of entirety.
One the most according to claim 1 is split type pours underground pipe gallery without mould, it is characterised in that: in the side wall of every side
Line holder nut it is respectively equipped with on clamping plate medial wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620261282.5U CN205530344U (en) | 2016-03-30 | 2016-03-30 | Utility tunnel is pour to split type no mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620261282.5U CN205530344U (en) | 2016-03-30 | 2016-03-30 | Utility tunnel is pour to split type no mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205530344U true CN205530344U (en) | 2016-08-31 |
Family
ID=56785882
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620261282.5U Expired - Fee Related CN205530344U (en) | 2016-03-30 | 2016-03-30 | Utility tunnel is pour to split type no mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205530344U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971007A (en) * | 2016-03-30 | 2016-09-28 | 阜阳金谷快宜居住工科技有限公司 | Split type non-formwork pouring underground comprehensive pipe gallery |
| CN106555408A (en) * | 2017-01-06 | 2017-04-05 | 中建科技（北京）有限公司 | The structure and construction method of underground pipe gallery |
| CN106930391A (en) * | 2017-04-22 | 2017-07-07 | 郑州市市政工程总公司 | Without mould the construction cast-in-place drainage ditch structure of top board and construction method |
| CN107034917A (en) * | 2017-05-17 | 2017-08-11 | 都书鹏 | City piping lane construction concrete prints casting craft without mould |
| CN107514012A (en) * | 2017-09-29 | 2017-12-26 | 苏州科技大学 | A kind of partial precast assembly steel concrete combination underground pipe gallery for exempting from template |
| CN108625398A (en) * | 2018-07-26 | 2018-10-09 | 河南城建学院 | A kind of city integrated piping lane top plate overlapping construction method |
-
2016
- 2016-03-30 CN CN201620261282.5U patent/CN205530344U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105971007A (en) * | 2016-03-30 | 2016-09-28 | 阜阳金谷快宜居住工科技有限公司 | Split type non-formwork pouring underground comprehensive pipe gallery |
| CN106555408A (en) * | 2017-01-06 | 2017-04-05 | 中建科技（北京）有限公司 | The structure and construction method of underground pipe gallery |
| CN106930391A (en) * | 2017-04-22 | 2017-07-07 | 郑州市市政工程总公司 | Without mould the construction cast-in-place drainage ditch structure of top board and construction method |
| CN107034917A (en) * | 2017-05-17 | 2017-08-11 | 都书鹏 | City piping lane construction concrete prints casting craft without mould |
| CN107514012A (en) * | 2017-09-29 | 2017-12-26 | 苏州科技大学 | A kind of partial precast assembly steel concrete combination underground pipe gallery for exempting from template |
| CN108625398A (en) * | 2018-07-26 | 2018-10-09 | 河南城建学院 | A kind of city integrated piping lane top plate overlapping construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160831 Termination date: 20180330 |