CN105971007A - Split type non-formwork pouring underground comprehensive pipe gallery - Google Patents
Split type non-formwork pouring underground comprehensive pipe gallery Download PDFInfo
- Publication number
- CN105971007A CN105971007A CN201610195982.3A CN201610195982A CN105971007A CN 105971007 A CN105971007 A CN 105971007A CN 201610195982 A CN201610195982 A CN 201610195982A CN 105971007 A CN105971007 A CN 105971007A
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- China
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- side wall
- layer
- upper cover
- cover plate
- split type
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Classifications
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- 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
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses a split type non-formwork pouring underground comprehensive pipe gallery. The split type non-formwork pouring underground comprehensive pipe gallery comprises a reinforced concrete bottom plate. Side wall plates are perpendicularly connected to the left side and the right side of the reinforced concrete bottom plate correspondingly and are prefabricated in a factory PC workshop. The side wall on each side is of a double-layer sandwich structure composed of a side wall inner clamping plate and a side wall outer clamping plate. An upper cover plate is connected between the tops of the two side wall plates and composed of a prefabricated layer prefabricated in the factory PC workshop and a cast-in-place layer poured on the prefabricated layer on the construction site. According to the split type non-formwork pouring underground comprehensive pipe gallery, the split type non-formwork pouring structure combining factory prefabrication and cast-in-place is adopted, so that site work is more convenient.
Description
Technical field
The present invention relates to building industrialization PC member arts, a kind of split type pour underground pipe gallery without mould.
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.
Summary of the invention it is an object of the invention to provide and a kind of split type pours underground pipe gallery without mould, existing to solve
The problem of technological synthesis piping lane construction operation inconvenience.
In order to achieve the above object, the technical solution adopted in the present invention is:
One is split type pours underground pipe gallery without mould, it is characterised in that: it is included in the reinforcing bar of the level that job site manufactures
Concrete floor；
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.
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.
Advantage of the present invention is:
1, piping lane uses the split type pouring structure without mould that prefabrication and cast in situs combine, and field operation is more convenient.
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 present configuration positive view.
Fig. 2 is present configuration 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, framed side wallboard 11 in factory's PC shop-fabricated,
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 towards
The one side of side wall external splint 2 is provided with side wall inner splint girder rib 13, and side wall external splint 2 is provided with towards the one side of side wall inner splint 12
Side wall external splint embedded ribs 3, and at the construction field (site) every side framed side wallboard has poured side wall between the inside and outside clamping plate of side wall 12,2 respectively
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, in side wall in-situ layer 4
It is provided with side wall in-situ layer ring muscle 5, by side wall in-situ layer 4, side wall inner splint girder rib 13, side wall external splint embedded ribs 3 by every side
The 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 the preformed layer 6 of factory's PC shop-fabricated with executing
Work cast in situs in-situ layer 8 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 is cast in
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 entirety
Upper cover plate 9.It is respectively equipped with line holder nut 10 on every side wall inner splint 2 medial wall, side.
In the present invention, piping lane is designed as split type pouring without mould, and its reinforced concrete floor is the most prefabricated；Side wall
Plate uses sandwich structure, i.e. side wall inner splint, side wall external splint to shake at the construction field (site) at factory's PC shop-fabricated, side wall in-situ layer
Smashing and pour, inside and outside side wall, clamping plate are designed with girder rib, embedded ribs, and framed side wallboard connects into when cast in situs an entirety；
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, uses purlin
Frame muscle connects into an entirety.
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 |
|---|---|---|---|
| CN201610195982.3A CN105971007A (en) | 2016-03-30 | 2016-03-30 | Split type non-formwork pouring underground comprehensive pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610195982.3A CN105971007A (en) | 2016-03-30 | 2016-03-30 | Split type non-formwork pouring underground comprehensive pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105971007A true CN105971007A (en) | 2016-09-28 |
Family
ID=56988840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610195982.3A Pending CN105971007A (en) | 2016-03-30 | 2016-03-30 | Split type non-formwork pouring underground comprehensive pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105971007A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284412A (en) * | 2016-09-29 | 2017-01-04 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery and construction method |
| CN106284413A (en) * | 2016-10-31 | 2017-01-04 | 朱凤起 | A kind of piping lane section of jurisdiction |
| CN106320376A (en) * | 2016-10-31 | 2017-01-11 | 朱凤起 | Pipe gallery |
| CN106638672A (en) * | 2017-02-16 | 2017-05-10 | 中国十七冶集团有限公司 | Construction method capable of effectively reducing concrete forming bubbles of pipe rack haunched area |
| CN106759462A (en) * | 2016-12-09 | 2017-05-31 | 广州市市政工程设计研究总院 | A kind of prefabricated piping lane and its construction method suitable for narrow construction site |
| CN107354957A (en) * | 2017-09-05 | 2017-11-17 | 陕西建筑产业投资集团有限公司 | A kind of pipe gallery and its construction method |
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| ES2394569A1 (en) * | 2010-03-10 | 2013-02-01 | Prefabricados Tecnyconta S.L. | Method for the construction of lower steps and lower step built with said method (Machine-translation by Google Translate, not legally binding) |
| CN103174241A (en) * | 2013-02-03 | 2013-06-26 | 株洲博尔曼科技发展有限公司 | Prefabricated superimposition thermal insulating wall and construction method thereof |
| CN203256940U (en) * | 2013-04-27 | 2013-10-30 | 同济大学 | Superimposed slab shear wall with good fire resistance |
| CN105019475A (en) * | 2015-08-06 | 2015-11-04 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated integral concrete comprehensive pipe rack and construction method |
| CN204753627U (en) * | 2015-04-30 | 2015-11-11 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated comprehensive piping lane |
| CN205530344U (en) * | 2016-03-30 | 2016-08-31 | 阜阳金谷快宜居住工科技有限公司 | Utility tunnel is pour to split type no mould |
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2016
- 2016-03-30 CN CN201610195982.3A patent/CN105971007A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
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| ES2394569A1 (en) * | 2010-03-10 | 2013-02-01 | Prefabricados Tecnyconta S.L. | Method for the construction of lower steps and lower step built with said method (Machine-translation by Google Translate, not legally binding) |
| CN103174241A (en) * | 2013-02-03 | 2013-06-26 | 株洲博尔曼科技发展有限公司 | Prefabricated superimposition thermal insulating wall and construction method thereof |
| CN203256940U (en) * | 2013-04-27 | 2013-10-30 | 同济大学 | Superimposed slab shear wall with good fire resistance |
| CN204753627U (en) * | 2015-04-30 | 2015-11-11 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated comprehensive piping lane |
| CN105019475A (en) * | 2015-08-06 | 2015-11-04 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated integral concrete comprehensive pipe rack and construction method |
| CN205530344U (en) * | 2016-03-30 | 2016-08-31 | 阜阳金谷快宜居住工科技有限公司 | Utility tunnel is pour to split type no mould |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284412A (en) * | 2016-09-29 | 2017-01-04 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery and construction method |
| CN106284412B (en) * | 2016-09-29 | 2017-05-31 | 陕西建筑产业投资集团有限公司 | A kind of prefabricated pipe gallery and construction method |
| CN106284413A (en) * | 2016-10-31 | 2017-01-04 | 朱凤起 | A kind of piping lane section of jurisdiction |
| CN106320376A (en) * | 2016-10-31 | 2017-01-11 | 朱凤起 | Pipe gallery |
| CN106759462A (en) * | 2016-12-09 | 2017-05-31 | 广州市市政工程设计研究总院 | A kind of prefabricated piping lane and its construction method suitable for narrow construction site |
| CN106759462B (en) * | 2016-12-09 | 2019-02-15 | 广州市市政工程设计研究总院 | A kind of prefabricated piping lane and its construction method suitable for narrow construction site |
| CN106638672A (en) * | 2017-02-16 | 2017-05-10 | 中国十七冶集团有限公司 | Construction method capable of effectively reducing concrete forming bubbles of pipe rack haunched area |
| CN106638672B (en) * | 2017-02-16 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of construction method effectively reducing piping lane haunch area concrete formation bubble |
| CN107354957A (en) * | 2017-09-05 | 2017-11-17 | 陕西建筑产业投资集团有限公司 | A kind of pipe gallery and its construction method |
| CN107354957B (en) * | 2017-09-05 | 2023-08-11 | 陕西建筑产业投资集团有限公司 | Comprehensive pipe rack and construction method thereof |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into 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: 20160928 |