CN205530344U - Utility tunnel is pour to split type no mould - Google Patents

Utility tunnel is pour to split type no mould Download PDF

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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
Authority
CN
China
Prior art keywords
splint
layer
cover plate
plate
wallboard
Prior art date
Application number
CN201620261282.5U
Other languages
Chinese (zh)
Inventor
谷维才
李雨辰
姚传富
孙山
杨建军
Original Assignee
阜阳金谷快宜居住工科技有限公司
Priority date (The priority date 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 date listed.)
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Application filed by 阜阳金谷快宜居住工科技有限公司 filed Critical 阜阳金谷快宜居住工科技有限公司
Priority to CN201620261282.5U priority Critical patent/CN205530344U/en
Application granted granted Critical
Publication of CN205530344U publication Critical patent/CN205530344U/en

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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

One is split type pours underground pipe gallery without mould
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.
CN201620261282.5U 2016-03-30 2016-03-30 Utility tunnel is pour to split type no mould CN205530344U (en)

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

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Application Number Title Priority Date Filing Date
CN201620261282.5U CN205530344U (en) 2016-03-30 2016-03-30 Utility tunnel is pour to split type no mould

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CN (1) CN205530344U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
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
CN107034917A (en) * 2017-05-17 2017-08-11 都书鹏 City piping lane construction concrete prints casting craft without mould
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

Cited By (4)

* Cited by examiner, † Cited by third party
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
CN107034917A (en) * 2017-05-17 2017-08-11 都书鹏 City piping lane construction concrete prints casting craft without mould
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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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