CN105862916A - Superimposed assembled type underground pipe gallery system and construction and manufacturing process - Google Patents
Superimposed assembled type underground pipe gallery system and construction and manufacturing process Download PDFInfo
- Publication number
- CN105862916A CN105862916A CN201610385658.8A CN201610385658A CN105862916A CN 105862916 A CN105862916 A CN 105862916A CN 201610385658 A CN201610385658 A CN 201610385658A CN 105862916 A CN105862916 A CN 105862916A
- Authority
- CN
- China
- Prior art keywords
- pipe gallery
- wall
- underground pipe
- cast
- overlapping
- 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
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
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
- E02D29/05—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them at least part of the cross-section being constructed in an open excavation or from the ground surface, e.g. assembled in a trench
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Chemical & Material Sciences (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention provides a superimposed assembled type underground pipe gallery system and a construction and manufacturing process. A bottom plate is a cast-in-place bottom plate on an underground pipe gallery cushion layer, side walls and a middle wall body are prefabricated sandwich superimposed walls, a top plate is a prefabricated superimposed plate, and the bottom plate, the side walls and the middle wall body and the top plate are connected into an overall underground pipe gallery in a cast-in-place mode. According to the novel underground pipe gallery technology system, part is subjected to prefabrication in a factory, part is subjected to on-site superimposed cast-in-place, advantages of prefabrication in the factory and on-site cast-in-place are fully played, defects and disadvantages of prefabrication in the factory and on-site cast-in-place are overcome, particularly defects that a traditional superimposed pipe gallery is low in production efficiency and small in transport quantity are overcome, on-site template-free construction is achieved, environmentally friendliness and energy conservation are achieved, efficiency is high, and excellent waterproof performance is achieved.
Description
Technical field
The invention belongs to municipal works technical field, be specifically related to a kind of overlapping assembled underground pipe gallery system and construction system
Make technique.
Background technology
The General Office of the State Council is about the instruction (Office of the State Council sends out (2015) No. 61) advancing Urban Underground pipe gallery to build
Announce on August 10th, 2015.Target is to the year two thousand twenty, builds up a collection of underground pipe gallery with international most advanced level
And put into effect, " road slide fastener " problem on excavation ground is obviously improved repeatedly, and pipeline safety level and ability of preventing and fighting natural adversities are bright
Aobvious lifting, successive elimination arterial street cobweb formula trolley line, urban ground view is clearly better.The underground in each province and city, the whole nation is combined
Close and become focus between piping lane construction for the moment.Traditional underground pipe gallery construction has a two ways: one, field cast-in-place, two, factory pre-
System.
Field cast-in-place underground pipe gallery digging in-situ is wider, to ensure that enough construction operation space, therefore soil are left in both sides
Side's excavated volume is big, and backfill amount is the biggest；Owing to all working completes the most at the scene, so side wall and top board are intended to configuration template,
And roof plate template could have to remove after concrete is fully achieved intensity, long construction period, artificial demand is big, all former
Material all transports to scene with bulk form, pollutes environment, concrete cast-in-site, and requirement of manually vibrating is high, if it is unreal to vibrate,
Can leave leakage hidden trouble, and on-site concrete curing condition is poor, concrete occurs that the possibility of micro-crack is relatively big, and the later stage can lead to
Cross micro-crack infiltration.
The prefabricated piping lane of tradition is saved prefabricated piping lane by one and is spliced at the scene, and splicing seams is more, preventing at splicing seams
Water requires height, and difficulty is big, and particularly transporting and hoisting difficulty, needs mass transit vehicle and Large-scale Hoisting equipment, and construction cost is high；
Due to one, to save prefabricated piping lane be overall prefabrication, and mould is complicated, it is impossible to production line balance, and make efficiency is low, and in advance
Tubulation corridor takes up room greatly, so bicycle time freight volume is little, affects construction speed.
Summary of the invention
The technical problem to be solved is: solves the problem that above-mentioned prior art exists, and provides a kind of overlapping
Assembled underground pipe gallery system and construction manufacture craft, by a prefabrication part, the cast-in-place part of on-the-spot overlapping, fully send out
Wave factory and on-the-spot advantage, overcome traditional prefabricated shortcoming that piping lane production efficiency is low, freight volume is little, it is achieved be on-the-spot without templating
Construction, environmental protection and energy saving, and there is excellent water resistance.
The technical solution used in the present invention is: a kind of overlapping assembled underground pipe gallery system, its base plate is underground pipe gallery pad
Cast-in-place base plate on layer, its side wall or side wall and middle wall body are prefabricated sandwich overlapping wall, and its top board is prefabricated superimposed sheet, the end
Plate, side wall or side wall connect into overall underground pipe gallery with middle wall body, top board three by cast-in-place concrete.
In technique scheme, described cast-in-place base plate is embedded with and extends upwardly into side wall or side wall and the company in middle wall body
Connect reinforcing bar.
In technique scheme, described top board includes top board preformed layer and top board in-situ layer.
In technique scheme, described prefabricated sandwich overlapping wall includes the preformed layer of both sides and middle in-situ layer, prefabricated
Being embedded with reinforced mesh in the preformed layer of sandwich overlapping wall, in the preformed layer of both sides, reinforced mesh is connected on truss by colligation
Fixing.
In technique scheme, described side wall or side wall are installed with the junction of cast-in-place base plate with the bottom of middle wall body
There is galvanized steel plain sheet waterstop.
In technique scheme, in the piece node of described prefabricated sandwich overlapping wall, prefabricated sandwich overlapping wall cast-in-place
Steel hoop framework, described side wall or side wall are installed in Ceng and are connected knot with the top of middle wall body with the prefabricated superimposed sheet of top board
Structure is: is embedded with in the middle in-situ layer of prefabricated sandwich overlapping wall and vertically stretches out reinforcing bar, vertically stretches out reinforcing bar and extend the pre-of top board
In superimposed sheet closed loop steel bar framework processed, cast-in-place concrete connects fixing.
A kind of overlapping assembled underground pipe gallery system construction manufacture craft, including:
1) excavation underground pipe gallery；
By being slightly wider than underground pipe gallery width excavation underground pipe gallery foundation ditch, and carry out retaining wall in underground pipe gallery foundation ditch both sides；
2) on underground pipe gallery foundation ditch, bed course is completed, and cast-in-place concrete underground pipe gallery base plate on bed course, according to the side of design
Wall or side wall and middle wall body be pre-buried connection reinforcing bar upwards and galvanized sheet waterstop in the junction of the cast-in-place base plate of underground pipe gallery,
The connection reinforcing bar Ying Yineng of this cast-in-place base plate is inserted upwardly into the in-situ layer of prefabricated sandwich overlapping wall and is advisable；The cast-in-place base plate of underground pipe gallery
Maintenance；
3) preparation of prefabricated sandwich overlapping wall:
A is by the individual layer reinforced mesh of bottom and truss colligation, and then individual layer bar-mat reinforcement is down, to put into mould decided at the higher level but not officially announced upper for truss
Position；
B pours into a mould concrete in mould, and concrete should cover individual layer reinforced mesh, and the prefabricated sandwich overlapping wall meeting design is pre-
Preparative layer thickness requirement, vibrated concrete；Maintenance；
After c maintenance, the individual layer reinforced mesh on colligation upper strata on truss；
D special equipment is sling one layer of preformed layer of above-mentioned prefabricated sandwich overlapping wall and truss, and the demoulding is, and overall upset；
E second time pours into a mould concrete in mould, and same concrete should cover individual layer reinforced mesh, meets prefabricated sandwich overlapping
The preformed layer thickness requirement of wall, the preformed layer left-hand thread produced first time is on the concrete of second time cast；Vibrate coagulation
Soil；Maintenance；
The f entirety demoulding, makes prefabricated sandwich composite wallboard；
The upper end of the prefabricated sandwich overlapping wall of g is made preformed layer on one side and is exceeded the structure of another side preformed layer, the size exceeded with set
The underground pipe gallery top plate thickness of meter adapts；
4) preparation of top board: by individual layer reinforced mesh and truss colligation, then individual layer reinforced mesh puts into mould inner position down,
Cast concrete, cast concrete thickness should cover reinforced mesh, and meet top board preformed layer thickness requirement, concrete vibrating,
Maintenance, the demoulding；
5) sling prefabricated sandwich overlapping wall with crane, be arranged on the cast-in-place base plate of underground pipe gallery, and make cast-in-place base plate reserve to
Upper connection reinforcing bar inserts in the sandwich of layers of prefabricated sandwich overlapping wall；
6) top plate supporting is set up；
7) it is arranged in prefabricated sandwich overlapping wall upper end and top plate supporting with the sling preformed layer of top board of crane；Top board and top board
Connect the connection reinforcing bar binding of reinforcing bar binding, top and prefabricated sandwich overlapping wall；
8) the cast-in-place part of top board and the sandwich of prefabricated sandwich overlapping wall pour into a mould concrete, vibrate；Maintenance；
9) waterproofing work is carried out；
10) backfilling of earthwork.
In technique scheme, it is sandwich before the in-situ layer cast on-site concrete of described prefabricated sandwich overlapping wall
Layer.
The present invention, compared with conventional art, has prominent substantive distinguishing features and a remarkable result:
One, due to the whole cast-in-site of the underground pipe gallery of conventional art, therefore both sides need to reserve enough construction operation space, base
Hole excavation is wider, and earthwork excavated volume is big, and backfill amount is the biggest；And the side wall of the present invention and top board are all mill work, on-the-spot dress
Joining, excavation of foundation pit is the widest, and earth volume is little, and backfill amount is little.
Two, the whole cast-in-site of the underground pipe gallery of conventional art, all working amount completes the most at the scene, so cast side wall
And top board is intended to configuration template, and template could have to be removed after concrete is fully achieved intensity, and template amount is huge, manually
Demand is big, long construction period, and the big portion of the exterior wall of the present invention and top board bottom are all mill work, assembled in situ, it is not necessary to
Configuration template, work on the spot amount is few, and artificial demand is little, short construction period, and construction speed is fast, and efficiency is high.
Three, the whole cast-in-site of the underground pipe gallery of conventional art, side wall, top board are all concrete cast-in-sites, manually shake
Smashing, difficult quality controls, if it is unreal to vibrate, will leave leakage hidden trouble, add that on-site concrete curing condition is poor, concrete
Occurring that the possibility of micro-crack is relatively big, the later stage is serious by micro-crack infiltration phenomenon.And the side wall of the present invention and the big portion of top board are all
Being prefabrication, machine vibrates, quality controllable, non-microcracked, and water resistance is good.
Four, due to the prefabrication underground pipe gallery of conventional art, mould is complicated, it is impossible to pipelining, so producing effect
Rate is low, and the bulky heaviness of prefabricated underground pipe gallery, transport difficult, a section prefabricated piping lane scene can only be made and spell
Connect, because prefabricated piping lane is integral prefabricated, take up room big, so the transport of bicycle time is little.And this section prefabricated piping lane
On-the-spot splicing, need to be equipped with large-scale hoisting machinery operation, and one to save prefabricated piping lane splicing seams many, the waterproof requirement to splicing seams
Height, intractability is big, and water resistance is poor.The present invention is only prefabricated in the factory sandwich composite wallboard and prefabricated superimposed sheet, plate and plate it
Between can stack transport to scene, convenient transport, Assembling, part cast concrete, without splicing seams, thus water resistance has guarantor
Barrier, and lift wallboard, top board, it is not necessary to large-scale hoisting machinery operation, save equipment and construction cost.
The present invention is a kind of novel underground pipe gallery technical system, by a prefabrication part, on-the-spot overlapping cast-in-place
Part, gives full play to the advantage of prefabrication and cast-in-site, overcomes both shortcoming and defect, the most both overcame
The deficiency that the prefabricated piping lane production efficiency of tradition is low and freight volume is little, can allow again on-the-spot without templating construction, environmental protection and energy saving, efficiency
Height, and have excellent water resistance, has the underground pipe gallery of international most advanced level putting into effect for China's construction and carries
Supply enforcement technology.
Accompanying drawing illustrates:
Fig. 1 is present configuration schematic diagram；
Fig. 2 is the prefabricated sandwich overlapping wall piece node schematic diagram of the present invention；
Fig. 3 is that top board of the present invention is connected node schematic diagram with middle wall body；
Fig. 4 is the attachment structure schematic diagram of top board of the present invention and side wall, side wall and base plate.
Accompanying drawing mark explanation:
1 top board in-situ layer, 2 top board preformed layers, 3 prefabricated sandwich overlapping walls, 4 cast-in-place base plates, 5 galvanized steel plain sheets are only
Water band, 6 steel reinforcement cages, 7 connection reinforcing bars, 8 top board lateral connection reinforcing bars, 9 individual layer reinforced mesh, 10 truss, 11
The preformed layer of prefabricated sandwich overlapping wall, the in-situ layer of 12 prefabricated sandwich overlapping walls, 13 middle wall body.
Detailed description of the invention:
See accompanying drawing, the overlapping assembled underground pipe gallery system of the present invention, its base plate is the cast-in-place base plate on underground pipe gallery bed course,
Its side wall or side wall and middle wall body are prefabricated sandwich overlapping wall, and its top board is prefabricated superimposed sheet, base plate, side wall or side wall with in
Between body of wall, top board three connect into overall underground pipe gallery by cast-in-place, described cast-in-place base plate is embedded with extend upwardly into side wall or
Side wall and the connection reinforcing bar in middle wall body, described top board includes top board preformed layer and top board in-situ layer, described prefabricated sandwich
Overlapping wall includes the preformed layer of the prefabricated sandwich overlapping wall of both sides and middle in-situ layer, pre-in prefabricated sandwich overlapping wall preformed layer
Being embedded with reinforced mesh, in the preformed layer of both sides, reinforced mesh connects fixing on truss by colligation, described side wall or side wall
With the junction of the bottom of middle wall body Yu cast-in-place base plate, galvanized steel plain sheet waterstop is installed, described prefabricated sandwich overlapping wall
Piece node is provided with steel hoop framework, described side wall or side wall and middle wall body in the in-situ layer of prefabricated sandwich overlapping wall
Top with the prefabricated superimposed sheet attachment structure of top board be: be embedded with in the middle in-situ layer of prefabricated sandwich overlapping wall and vertically stretch out
Reinforcing bar, vertically stretches out in the prefabricated superimposed sheet closed loop steel bar framework that reinforcing bar extends top board, and cast-in-place concrete connects fixing.
A kind of overlapping assembled underground pipe gallery system construction manufacture craft, including:
1) excavation underground pipe gallery；
By being slightly wider than underground pipe gallery width excavation underground pipe gallery foundation ditch, and carry out retaining wall in underground pipe gallery foundation ditch both sides；
2) on underground pipe gallery foundation ditch, bed course is completed, and cast-in-place concrete underground pipe gallery base plate on bed course, according to the company of design
Connect side wall and middle wall body in the junction of the cast-in-place base plate of underground pipe gallery pre-buried connection reinforcing bar upwards and galvanized sheet waterstop, should
Connection reinforcing bar Ying Yineng is inserted upwardly into the in-situ layer of prefabricated sandwich overlapping wall and is advisable；Underground pipe gallery cast-in-place base plate maintenance；
3) preparation of prefabricated sandwich overlapping wall:
A by the individual layer reinforced mesh of bottom and truss colligation, then individual layer reinforced mesh down, truss put into mould upper
Location；
B pours into a mould concrete in mould, and concrete should cover individual layer reinforced mesh, and the prefabricated sandwich overlapping wall meeting design is pre-
Preparative layer thickness requirement, vibrated concrete；Maintenance；
After c maintenance, the individual layer reinforced mesh on colligation upper strata on truss；
D special equipment is sling one layer of preformed layer of above-mentioned prefabricated sandwich overlapping wall and truss, and the demoulding is, and overall upset；
E second time pours into a mould concrete in mould, and same concrete should cover individual layer reinforced mesh, meets prefabricated sandwich overlapping
The preformed layer thickness requirement of wall, the preformed layer left-hand thread produced first time is on the concrete of second time cast；Vibrate coagulation
Soil；Maintenance；
The f entirety demoulding, makes prefabricated sandwich composite wallboard；
The upper end of the prefabricated sandwich overlapping wall of g is made preformed layer on one side and is exceeded the structure of another side preformed layer, the size exceeded with set
The underground pipe gallery top plate thickness of meter adapts；
4) preparation of top board: by individual layer reinforced mesh and truss colligation, then individual layer reinforced mesh puts into mould inner position down,
Cast concrete, cast concrete thickness should cover reinforced mesh, and meet the preformed layer thickness requirement of top board, and concrete shakes
Smash, maintenance, the demoulding；
5) sling side wall or the side wall prefabricated sandwich overlapping wall with midfeather with crane, be arranged on the cast-in-place base plate of underground pipe gallery
On, and make the reserved of cast-in-place base plate connect up in the sandwich of layers that reinforcing bar inserts prefabricated sandwich overlapping wall；
6) top plate supporting is set up；
7) it is arranged in prefabricated sandwich overlapping wall upper end and top plate supporting with the sling preformed layer of top board of crane；Top board and top board
Connect the connection reinforcing bar binding of reinforcing bar binding, top and prefabricated sandwich overlapping wall；
8) the cast-in-place part of top board and the sandwich of prefabricated sandwich overlapping wall pour into a mould concrete, vibrate；Maintenance；
9) waterproofing work is carried out；
10) backfilling of earthwork.
Claims (7)
1. an overlapping assembled underground pipe gallery system, it is characterised in that: its base plate is the cast-in-place base plate on underground pipe gallery bed course,
Its side wall or side wall and middle wall body are prefabricated sandwich overlapping wall, and its top board is prefabricated superimposed sheet, base plate, side wall or side wall with in
Between body of wall, top board three connect into overall underground pipe gallery by cast-in-place.
Overlapping assembled underground pipe gallery system the most according to claim 1, it is characterised in that: pre-buried on described cast-in-place base plate
Have extend upwardly into side wall with or side wall middle wall body in connection reinforcing bar.
Overlapping assembled underground pipe gallery system the most according to claim 1, it is characterised in that: described top board includes top board
Preformed layer and top board in-situ layer.
Overlapping assembled underground pipe gallery system the most according to claim 1, it is characterised in that: described prefabricated sandwich overlapping wall
Including the preformed layer of prefabricated sandwich overlapping wall and the middle in-situ layer of both sides, in preformed layer, it is embedded with reinforced mesh, both sides
In preformed layer, reinforced mesh connects fixing on truss by colligation.
Overlapping assembled underground pipe gallery system the most according to claim 1, it is characterised in that: described side wall or side wall with
The bottom of middle wall body is provided with galvanized steel plain sheet waterstop with the junction of cast-in-place base plate.
Overlapping assembled underground pipe gallery system the most according to claim 1, it is characterised in that: described prefabricated sandwich overlapping
The piece node of wall is provided with steel hoop framework, described side wall or side wall with middle in the in-situ layer of prefabricated sandwich overlapping wall
The top of body of wall with the prefabricated superimposed sheet attachment structure of top board is: be embedded with vertical in the middle in-situ layer of prefabricated sandwich overlapping wall
Stretching out reinforcing bar, vertically stretch out in the prefabricated superimposed sheet closed loop steel bar framework that reinforcing bar extends top board, cast-in-place concrete connects fixing.
7. an overlapping assembled underground pipe gallery system construction manufacture craft, including:
1) excavation underground pipe gallery；
By being slightly wider than underground pipe gallery width excavation underground pipe gallery foundation ditch, and carry out retaining wall in underground pipe gallery foundation ditch both sides；
2) on underground pipe gallery foundation ditch, bed course is completed, and cast-in-place concrete underground pipe gallery base plate on bed course, according to the side of design
Wall or side wall connect up reinforcing bar and galvanized sheet waterstop with middle wall body is pre-buried in the junction of the cast-in-place base plate of underground pipe gallery, should
The connection reinforcing bar Ying Yineng of cast-in-place base plate is inserted upwardly into the in-situ layer of prefabricated sandwich overlapping wall and is advisable；The cast-in-place base plate of underground pipe gallery is supported
Protect；
3) preparation of prefabricated sandwich overlapping wall:
A by the individual layer reinforced mesh of bottom and truss colligation, then individual layer reinforced mesh down, truss put into mould upper
Location；
B pours into a mould concrete in mould, and concrete should cover individual layer reinforced mesh, and the prefabricated sandwich overlapping wall meeting design is pre-
Preparative layer thickness requirement, vibrated concrete；Maintenance；
After c maintenance, the individual layer reinforced mesh on colligation upper strata on truss；
D special equipment is sling one layer of preformed layer of above-mentioned prefabricated sandwich overlapping wall and truss, and the demoulding is, and overall upset；
E second time pours into a mould concrete in mould, and same concrete should cover individual layer reinforced mesh, meets prefabricated sandwich overlapping
The preformed layer thickness requirement of wall, the preformed layer left-hand thread produced first time is on the concrete of second time cast；Vibrate coagulation
Soil；Maintenance；
The f entirety demoulding, makes prefabricated sandwich composite wallboard；
The upper end of the prefabricated sandwich overlapping wall of g is made preformed layer on one side and is exceeded the structure of another side preformed layer, the size exceeded with set
The underground pipe gallery top plate thickness of meter adapts；
4) preparation of top board: by individual layer reinforced mesh and truss colligation, then individual layer reinforced mesh puts into mould inner position down,
Cast concrete, cast concrete thickness should cover reinforced mesh, and meet the preformed layer thickness requirement of top board, and concrete shakes
Smash, maintenance, the demoulding；
5) sling side wall or the side wall prefabricated sandwich overlapping wall with midfeather with crane, be arranged on the cast-in-place base plate of underground pipe gallery
On, and make the reserved of cast-in-place base plate connect up in the sandwich of layers that reinforcing bar inserts prefabricated sandwich overlapping wall；
6) top plate supporting is set up；
7) it is arranged in prefabricated sandwich overlapping wall upper end and top plate supporting with the sling preformed layer of top board of crane；Top board and top board
Connect the connection reinforcing bar binding of reinforcing bar binding, top and prefabricated sandwich overlapping wall；
8) the cast-in-place part of top board and the sandwich of prefabricated sandwich overlapping wall pour into a mould concrete, vibrate；Maintenance；
9) waterproofing work is carried out；
10) backfilling of earthwork.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610385658.8A CN105862916A (en) | 2016-06-03 | 2016-06-03 | Superimposed assembled type underground pipe gallery system and construction and manufacturing process |
| PCT/CN2016/101682 WO2017206412A1 (en) | 2016-06-03 | 2016-10-10 | Superimposed assembly-type underground pipe gallery system and construction and manufacturing process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610385658.8A CN105862916A (en) | 2016-06-03 | 2016-06-03 | Superimposed assembled type underground pipe gallery system and construction and manufacturing process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105862916A true CN105862916A (en) | 2016-08-17 |
Family
ID=56675792
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610385658.8A Pending CN105862916A (en) | 2016-06-03 | 2016-06-03 | Superimposed assembled type underground pipe gallery system and construction and manufacturing process |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN105862916A (en) |
| WO (1) | WO2017206412A1 (en) |
Cited By (23)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN106592630A (en) * | 2016-12-30 | 2017-04-26 | 中铁第四勘察设计院集团有限公司 | Cast-in-situ and prefabricated combination comprehensive pipe rack structure and construction method thereof |
| CN106638671A (en) * | 2017-02-08 | 2017-05-10 | 大连三川建筑科技有限公司 | High and low bin assembling integrated utility tunnel or draining canal |
| CN106869172A (en) * | 2017-04-01 | 2017-06-20 | 中交第二航务工程局有限公司 | In-situ deposited prefabricated split-mounting type subway underground station construction method |
| CN107130634A (en) * | 2017-06-28 | 2017-09-05 | 中建科技湖南有限公司 | A kind of noncontact attachment structure of the prefabricated piping lane of split-type |
| CN107327018A (en) * | 2017-08-02 | 2017-11-07 | 浙江宝业现代建筑工业化制造有限公司 | A kind of assembled architecture of steel construction combination clear-water concrete superposed member |
| WO2017206412A1 (en) * | 2016-06-03 | 2017-12-07 | 长沙远大住宅工业集团股份有限公司 | Superimposed assembly-type underground pipe gallery system and construction and manufacturing process |
| CN107859064A (en) * | 2017-11-01 | 2018-03-30 | 浙江交工集团股份有限公司 | A kind of prefabricated piping lane is connected waterproof construction and construction method with cast-in-place piping lane |
| CN108005116A (en) * | 2017-12-15 | 2018-05-08 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled cast-in-place concrete structure non-dismantling formwork piping lane |
| CN108266218A (en) * | 2018-03-20 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | The prefabricated superposed type ventilation duct structure of subterranean tunnel or gallery |
| CN108457299A (en) * | 2018-01-18 | 2018-08-28 | 济南城建集团有限公司 | One-piece casting formula piping lane construction technology |
| CN109403373A (en) * | 2018-01-26 | 2019-03-01 | 中铁四局集团建筑工程有限公司 | Splitting method of overlapped assembly type pipe gallery |
| CN109797777A (en) * | 2019-03-18 | 2019-05-24 | 江西万和建筑科技有限公司 | Assembled is constructed from sealing underground pipe gallery and construction method |
| CN110158656A (en) * | 2019-06-18 | 2019-08-23 | 中铁建设集团有限公司 | A kind of integrated template piping lane and its method of construction |
| CN110805061A (en) * | 2019-08-20 | 2020-02-18 | 湖南远大工程设计有限公司 | Pipe gallery wall unit, pipe gallery wall and construction method of pipe gallery wall |
| CN111173030A (en) * | 2020-01-10 | 2020-05-19 | 上海二十冶建设有限公司 | Prefabricated sandwich side wall and prefabricated superposed bottom plate connecting node structure and construction method thereof |
| CN111549690A (en) * | 2020-04-10 | 2020-08-18 | 哈尔滨工业大学 | Low-cost and high-performance rainwater box culvert combined structure and construction method thereof |
| CN111794272A (en) * | 2020-06-04 | 2020-10-20 | 上海市城市建设设计研究总院（集团）有限公司 | Block combined structure of assembled open-cut tunnel |
| CN111851328A (en) * | 2020-07-06 | 2020-10-30 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
| CN113294175A (en) * | 2021-06-03 | 2021-08-24 | 中国建筑股份有限公司 | Construction method of tunnel secondary lining structure and tunnel secondary lining structure |
| CN114232675A (en) * | 2021-12-22 | 2022-03-25 | 北京工业大学 | L-shaped joint at bottom of combined shell pipe gallery and construction method thereof |
| CN114351754A (en) * | 2021-12-22 | 2022-04-15 | 北京工业大学 | Combined shell pipe gallery bottom T-shaped joint and construction method thereof |
| CN115182382A (en) * | 2022-07-26 | 2022-10-14 | 中铁建(无锡)工程科技发展有限公司 | Connection node of bottom plate and side wall of assembled subway station and construction process |
Families Citing this family (62)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110046363B (en) * | 2018-01-16 | 2022-10-25 | 中国建筑第八工程局有限公司 | Construction method for accurately embedding pipeline group in concrete structure |
| CN108166652B (en) * | 2018-02-12 | 2023-10-03 | 中国建筑标准设计研究院有限公司 | Double-sided superimposed shear wall with connecting lacing wires and construction method thereof |
| CN108468402B (en) * | 2018-04-03 | 2024-05-31 | 中国航天建设集团有限公司 | Reinforced concrete superimposed sheet prefabricated structure and method |
| CN108708309A (en) * | 2018-07-10 | 2018-10-26 | 湖南省交通规划勘察设计院有限公司 | A kind of the rectangular channel structure and its installation method of precast assembly |
| CN108978711A (en) * | 2018-08-02 | 2018-12-11 | 广州市第三市政工程有限公司 | A kind of packaged type scaffold and the pipe gallery construction method using the scaffold |
| CN109024681B (en) * | 2018-09-03 | 2024-01-05 | 江苏金贸科技发展有限公司 | Underground pipe gallery tensioning rope joint protection box |
| CN109137658A (en) * | 2018-09-10 | 2019-01-04 | 贵州省绿筑科建住宅产业化发展有限公司 | Four sections of assembled underground pedestrian passageway of one kind and its construction method |
| CN109137998B (en) * | 2018-10-18 | 2024-05-24 | 中铁隧道股份有限公司 | Existing electric power pipe gallery protection structure crossing tunnel foundation pit and construction method thereof |
| CN109339099B (en) * | 2018-11-08 | 2023-09-22 | 北京场道市政工程集团有限公司 | Municipal works road pavement structure |
| CN109183847B (en) * | 2018-11-12 | 2023-10-31 | 北京建工新型建材科技股份有限公司 | Underground prefabricated pipe gallery |
| CN109183866A (en) * | 2018-11-14 | 2019-01-11 | 吉林建筑大学 | Assemble superposed type pipe gallery shaketalle test device and preparation method thereof |
| CN109403632A (en) * | 2018-12-08 | 2019-03-01 | 上海宝冶集团有限公司 | A kind of ground-connecting-wall crown beam and superstructure connection construction method |
| CN109339105B (en) * | 2018-12-10 | 2024-07-02 | 三江学院 | Square arched pipe gallery mounting support, pipe gallery system and pipe gallery system mounting method |
| CN109403378A (en) * | 2018-12-12 | 2019-03-01 | 中国建筑土木建设有限公司 | Pipe gallery interface structure and construction method thereof |
| CN109653247B (en) * | 2019-01-31 | 2024-07-12 | 武汉市市政建设集团有限公司 | Anti-crack type underground comprehensive pipe rack structure and construction method thereof |
| CN109706966A (en) * | 2019-01-31 | 2019-05-03 | 浙江大学 | A kind of flexible prefabricated part and the method using the progress piping lane construction of flexible prefabricated part |
| CN109736482B (en) * | 2019-02-26 | 2024-03-29 | 三一筑工科技股份有限公司 | Superimposed shear wall and embedded production method thereof |
| CN110080285A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of prefabricated side wall positioning connection structure of underground structure and connection method |
| CN110080290A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of assembled vault is greatly across no column underground structure |
| CN110080394B (en) * | 2019-04-23 | 2024-05-28 | 中铁第四勘察设计院集团有限公司 | Connecting structure and connecting method of assembled prefabricated components |
| CN110080291A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of assembled flat-top is greatly across no column underground structure |
| CN110056012B (en) * | 2019-04-25 | 2024-03-22 | 中铁二院工程集团有限责任公司 | Waterproof and drainage system of prefabricated open caisson structure |
| CN110083948A (en) * | 2019-04-30 | 2019-08-02 | 中国二十冶集团有限公司 | The method that PC plate and cast-in-place superimposed sheet are estimated by BIM compositional modeling |
| CN110080298B (en) * | 2019-05-08 | 2024-02-06 | 中国电建集团西北勘测设计研究院有限公司 | Soft soil foundation comprehensive pipe gallery capable of reducing deformation joint setting and construction method |
| CN110158918B (en) * | 2019-05-08 | 2024-02-02 | 浙江省建设投资集团股份有限公司 | Construction process of outer elevation concrete decorative moulding |
| CN110130398A (en) * | 2019-05-15 | 2019-08-16 | 天津大学 | A kind of piping lane system and its construction method that multistage support is combined with main structure |
| CN110282579A (en) * | 2019-07-05 | 2019-09-27 | 中国建筑第八工程局有限公司 | The Lift-on/Lift-off System and hanging method of prefabricated pipe trench in height-limited small space |
| CN110468955B (en) * | 2019-08-19 | 2024-06-28 | 山东维石筑工科技有限公司 | Steel joint for connecting shear wall and superimposed sheet of fabricated concrete structure and construction method |
| CN110952592B (en) * | 2019-10-30 | 2023-05-30 | 上海市政工程设计研究总院（集团）有限公司 | Pipe gallery long-term reserved end socket device and method |
| CN110924429A (en) * | 2019-11-01 | 2020-03-27 | 中铁二院工程集团有限责任公司 | Shock absorption skid-mounted comprehensive pipe gallery structure and construction method |
| CN110965488A (en) * | 2019-12-23 | 2020-04-07 | 天津市水利勘测设计院 | Novel reverse construction method assembly type non-pressure culvert and construction method thereof |
| CN111206677A (en) * | 2020-03-04 | 2020-05-29 | 华东建筑设计研究院有限公司 | Assembled integral concrete superposed structure system and construction method thereof |
| CN111236972B (en) * | 2020-03-06 | 2024-06-21 | 中南大学 | Multi-pipe parallel jacking system for small section of underground passage and construction method |
| CN111305220B (en) * | 2020-04-01 | 2024-08-30 | 中铁第一勘察设计院集团有限公司 | Concrete support and structural roof combined building system based on permanent temporary combination and building method thereof |
| CN111375229B (en) * | 2020-04-17 | 2024-09-17 | 长江生态环保集团有限公司 | Prefabricated stainless steel perforated flower wall and manufacturing and mounting method thereof |
| CN111535361B (en) * | 2020-04-26 | 2024-08-30 | 中铁第一勘察设计院集团有限公司 | Assembled rail top air duct structure of underground station and construction method thereof |
| CN111691582A (en) * | 2020-06-12 | 2020-09-22 | 中国建筑标准设计研究院有限公司 | Close-spliced vertical joint structure of superposed shear wall and construction method |
| CN111945854B (en) * | 2020-08-24 | 2024-07-12 | 中国水利水电第七工程局有限公司 | Tongue-and-groove type large-diameter precast concrete pipe joint installation equipment and construction process |
| CN112031027A (en) * | 2020-09-30 | 2020-12-04 | 福州大学 | UHPC-RC combined overlapped assembly type comprehensive pipe gallery structure and construction method thereof |
| CN112282167B (en) * | 2020-11-06 | 2024-10-18 | 中国建筑西南设计研究院有限公司 | Close splice plate splice joint structure with V-shaped hanging piece |
| CN112554909B (en) * | 2020-11-27 | 2023-05-05 | 中铁十五局集团有限公司 | Rectangular pipe jacking joint concrete pouring method utilizing separate steel plates |
| CN112609846B (en) * | 2021-01-15 | 2024-10-18 | 山东海龙建筑科技有限公司 | Toilet assembled type reverse sill and manufacturing and installing method thereof |
| CN112761294A (en) * | 2021-01-19 | 2021-05-07 | 江西鸿联建材科技有限公司 | Cavity floor based on assembled superposed net cages and construction method |
| CN113047334A (en) * | 2021-03-23 | 2021-06-29 | 中铁第四勘察设计院集团有限公司 | Concrete prefabricated part transverse connection node and assembled underground station |
| CN113136942B (en) * | 2021-03-30 | 2023-02-28 | 中国建筑第八工程局有限公司 | Grouting-free assembled wall and construction method thereof |
| CN113389259A (en) * | 2021-07-19 | 2021-09-14 | 山东正元建设工程有限责任公司 | Construction method of large-section trapezoidal concrete drainage ditch |
| CN113914682B (en) * | 2021-09-26 | 2023-05-23 | 广州地铁设计研究院股份有限公司 | Prefabricated cavity column assembly type column type maintenance pit and construction method thereof |
| CN113882863B (en) * | 2021-09-29 | 2024-07-05 | 重庆建工第七建筑工程有限责任公司 | Construction method of underground complex frame shear structure based on BIM technology |
| CN113738023B (en) * | 2021-10-19 | 2023-09-19 | 中国水利水电第八工程局有限公司 | Semi-prefabricated semi-cast-in-situ constructional column, and assembly structure and construction method thereof |
| CN114197523A (en) * | 2021-11-10 | 2022-03-18 | 中国交通信息科技集团有限公司 | Subway station platen and lower part vertical wall mounting structure |
| CN114109490B (en) * | 2021-11-26 | 2023-11-21 | 安徽马钢矿业资源集团姑山矿业有限公司 | Construction process of artificial false roof key layer of precast reinforced concrete slab |
| CN114215394B (en) * | 2021-12-10 | 2023-09-12 | 中建海龙科技有限公司 | Prefabricated toilet and construction method thereof |
| CN114134935A (en) * | 2021-12-15 | 2022-03-04 | 中电建华东勘测设计研究院(郑州)有限公司 | Assembled underground space structure suitable for shore green land |
| CN114413063B (en) * | 2022-01-28 | 2024-05-14 | 廊坊师范学院 | Method for installing and fixing newly-built pipe gallery pipeline |
| CN115045280A (en) * | 2022-06-27 | 2022-09-13 | 陕西建工机械施工集团有限公司 | Waterproof construction method for large-volume concrete raft foundation based on prefabricated slab tire membranes |
| CN115387378B (en) * | 2022-07-26 | 2023-11-24 | 广州地铁设计研究院股份有限公司 | Semi-column-free assembled station based on superposed side walls and floor simple supports and method thereof |
| CN115217149A (en) * | 2022-08-15 | 2022-10-21 | 上海市城市建设设计研究总院（集团）有限公司 | Prefabricated and cast-in-place combined open-cut tunnel box culvert structure and tunnel construction method |
| CN115506593B (en) * | 2022-10-12 | 2024-09-20 | 中国二十二冶集团有限公司 | Garage top wall column construction method |
| CN115839104A (en) * | 2023-02-24 | 2023-03-24 | 中建六局(天津)绿色建筑科技有限公司 | Assembly type subway station access structure and construction method thereof |
| CN116657910A (en) * | 2023-06-16 | 2023-08-29 | 中国建筑第四工程局有限公司 | Formwork-free construction method for flat space structure top plate |
| CN116716894B (en) * | 2023-06-21 | 2024-02-27 | 中铁一局集团(广州)建设工程有限公司 | Anhydrous grouting construction method for assembled diaphragm wall post-pouring structure |
| CN117587976B (en) * | 2023-12-22 | 2024-10-15 | 北京城建设计发展集团股份有限公司 | Superimposed sheet joint construction measure and construction method |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080004434A (en) * | 2007-12-20 | 2008-01-09 | 유필수 | A constructing method of underground structure using steel pipe and segment |
| CN203867053U (en) * | 2014-05-15 | 2014-10-08 | 绍兴宝业西伟德混凝土预制件有限公司 | Novel prefabricated composite wall plate with thermal insulating function |
| CN204343463U (en) * | 2014-12-10 | 2015-05-20 | 上海紫宝实业投资有限公司 | A kind of waterproof construction of prefabricated reinforced concrete composite wallboard piece |
| 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 |
| CN204781426U (en) * | 2015-07-16 | 2015-11-18 | 中国建筑股份有限公司 | Joint node structure on prefabricated coincide wall of underground structure and floor |
| CN105178357A (en) * | 2015-07-16 | 2015-12-23 | 中国建筑股份有限公司 | Prefabricated subsurface structure under foundation trench open cutting condition and construction method for prefabricated subsurface structure under foundation trench open cutting condition |
| CN205259233U (en) * | 2015-11-26 | 2016-05-25 | 中国建筑股份有限公司 | Ensure that prefabricated coincide wall in underground and cast -in -place bottom plate connect node construction of thickness |
| CN205276316U (en) * | 2015-12-28 | 2016-06-01 | 南京明麓建筑工程有限公司 | Modular prefabricated piping lane |
| CN205662947U (en) * | 2016-06-03 | 2016-10-26 | 长沙远大住宅工业集团股份有限公司 | Coincide assembled underground pipe gallery system |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101001208B1 (en) * | 2010-08-30 | 2010-12-15 | 대한이.이엔.씨(주) | A constructing method of structure using sandwich pc-wall |
| CN102720284A (en) * | 2012-06-26 | 2012-10-10 | 张钟元 | Double-board laminated type concrete shear wall and production process thereof |
| KR101204763B1 (en) * | 2012-08-01 | 2012-11-26 | 대한이.이엔.씨(주) | Structure of sandwich pannel with precast concrete and cast in place concrete for pipe utility conduit |
| CN203924112U (en) * | 2014-06-24 | 2014-11-05 | 刘小沙 | Prefabricated pipe gallery |
| CN105201107A (en) * | 2015-09-30 | 2015-12-30 | 长沙远大住宅工业集团有限公司 | Construction method for stacked plate type shear wall of underground garage |
| CN105862916A (en) * | 2016-06-03 | 2016-08-17 | 长沙远大住宅工业集团股份有限公司 | Superimposed assembled type underground pipe gallery system and construction and manufacturing process |
| CN105839667B (en) * | 2016-06-03 | 2017-11-03 | 长沙远大住宅工业集团股份有限公司 | The construction manufacture craft of complete prefabricated overlapping assembled underground pipe gallery |
| CN105839666A (en) * | 2016-06-03 | 2016-08-10 | 长沙远大住宅工业集团股份有限公司 | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof |
| CN205742265U (en) * | 2016-06-03 | 2016-11-30 | 长沙远大住宅工业集团股份有限公司 | Complete prefabricated overlapping assembled underground pipe gallery and connection node thereof |
-
2016
- 2016-06-03 CN CN201610385658.8A patent/CN105862916A/en active Pending
- 2016-10-10 WO PCT/CN2016/101682 patent/WO2017206412A1/en active Application Filing
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20080004434A (en) * | 2007-12-20 | 2008-01-09 | 유필수 | A constructing method of underground structure using steel pipe and segment |
| CN203867053U (en) * | 2014-05-15 | 2014-10-08 | 绍兴宝业西伟德混凝土预制件有限公司 | Novel prefabricated composite wall plate with thermal insulating function |
| CN204343463U (en) * | 2014-12-10 | 2015-05-20 | 上海紫宝实业投资有限公司 | A kind of waterproof construction of prefabricated reinforced concrete composite wallboard piece |
| CN204781426U (en) * | 2015-07-16 | 2015-11-18 | 中国建筑股份有限公司 | Joint node structure on prefabricated coincide wall of underground structure and floor |
| CN105178357A (en) * | 2015-07-16 | 2015-12-23 | 中国建筑股份有限公司 | Prefabricated subsurface structure under foundation trench open cutting condition and construction method for prefabricated subsurface structure under foundation trench open cutting condition |
| 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 |
| CN205259233U (en) * | 2015-11-26 | 2016-05-25 | 中国建筑股份有限公司 | Ensure that prefabricated coincide wall in underground and cast -in -place bottom plate connect node construction of thickness |
| CN205276316U (en) * | 2015-12-28 | 2016-06-01 | 南京明麓建筑工程有限公司 | Modular prefabricated piping lane |
| CN205662947U (en) * | 2016-06-03 | 2016-10-26 | 长沙远大住宅工业集团股份有限公司 | Coincide assembled underground pipe gallery system |
Cited By (28)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2017206412A1 (en) * | 2016-06-03 | 2017-12-07 | 长沙远大住宅工业集团股份有限公司 | Superimposed assembly-type underground pipe gallery system and construction and manufacturing process |
| CN106592630A (en) * | 2016-12-30 | 2017-04-26 | 中铁第四勘察设计院集团有限公司 | Cast-in-situ and prefabricated combination comprehensive pipe rack structure and construction method thereof |
| 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 |
| CN106638671A (en) * | 2017-02-08 | 2017-05-10 | 大连三川建筑科技有限公司 | High and low bin assembling integrated utility tunnel or draining canal |
| CN106869172A (en) * | 2017-04-01 | 2017-06-20 | 中交第二航务工程局有限公司 | In-situ deposited prefabricated split-mounting type subway underground station construction method |
| CN106869172B (en) * | 2017-04-01 | 2019-01-04 | 中交第二航务工程局有限公司 | In-situ deposited prefabricated split-mounting type subway underground station construction method |
| CN107130634A (en) * | 2017-06-28 | 2017-09-05 | 中建科技湖南有限公司 | A kind of noncontact attachment structure of the prefabricated piping lane of split-type |
| CN107327018A (en) * | 2017-08-02 | 2017-11-07 | 浙江宝业现代建筑工业化制造有限公司 | A kind of assembled architecture of steel construction combination clear-water concrete superposed member |
| CN107859064A (en) * | 2017-11-01 | 2018-03-30 | 浙江交工集团股份有限公司 | A kind of prefabricated piping lane is connected waterproof construction and construction method with cast-in-place piping lane |
| CN108005116A (en) * | 2017-12-15 | 2018-05-08 | 哈尔滨鸿盛房屋节能体系研发中心 | Assembled cast-in-place concrete structure non-dismantling formwork piping lane |
| CN108457299A (en) * | 2018-01-18 | 2018-08-28 | 济南城建集团有限公司 | One-piece casting formula piping lane construction technology |
| CN109403373A (en) * | 2018-01-26 | 2019-03-01 | 中铁四局集团建筑工程有限公司 | Splitting method of overlapped assembly type pipe gallery |
| CN108266218A (en) * | 2018-03-20 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | The prefabricated superposed type ventilation duct structure of subterranean tunnel or gallery |
| CN109797777A (en) * | 2019-03-18 | 2019-05-24 | 江西万和建筑科技有限公司 | Assembled is constructed from sealing underground pipe gallery and construction method |
| CN110158656A (en) * | 2019-06-18 | 2019-08-23 | 中铁建设集团有限公司 | A kind of integrated template piping lane and its method of construction |
| CN110805061A (en) * | 2019-08-20 | 2020-02-18 | 湖南远大工程设计有限公司 | Pipe gallery wall unit, pipe gallery wall and construction method of pipe gallery wall |
| CN110805061B (en) * | 2019-08-20 | 2024-05-28 | 湖南远大工程设计有限公司 | Pipe gallery wall unit, pipe gallery wall and construction method of pipe gallery wall |
| CN111173030A (en) * | 2020-01-10 | 2020-05-19 | 上海二十冶建设有限公司 | Prefabricated sandwich side wall and prefabricated superposed bottom plate connecting node structure and construction method thereof |
| CN111549690A (en) * | 2020-04-10 | 2020-08-18 | 哈尔滨工业大学 | Low-cost and high-performance rainwater box culvert combined structure and construction method thereof |
| CN111794272A (en) * | 2020-06-04 | 2020-10-20 | 上海市城市建设设计研究总院（集团）有限公司 | Block combined structure of assembled open-cut tunnel |
| CN111851328B (en) * | 2020-07-06 | 2021-08-27 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
| CN111851328A (en) * | 2020-07-06 | 2020-10-30 | 海门市帕源路桥建设有限公司 | Modular, standardized prefabricating and assembling construction process for box culvert concrete structural steel bars |
| CN113294175A (en) * | 2021-06-03 | 2021-08-24 | 中国建筑股份有限公司 | Construction method of tunnel secondary lining structure and tunnel secondary lining structure |
| CN113294175B (en) * | 2021-06-03 | 2023-12-29 | 中国建筑股份有限公司 | Construction method of tunnel secondary lining structure and tunnel secondary lining structure |
| CN114232675A (en) * | 2021-12-22 | 2022-03-25 | 北京工业大学 | L-shaped joint at bottom of combined shell pipe gallery and construction method thereof |
| CN114351754A (en) * | 2021-12-22 | 2022-04-15 | 北京工业大学 | Combined shell pipe gallery bottom T-shaped joint and construction method thereof |
| CN115182382A (en) * | 2022-07-26 | 2022-10-14 | 中铁建(无锡)工程科技发展有限公司 | Connection node of bottom plate and side wall of assembled subway station and construction process |
| CN115182382B (en) * | 2022-07-26 | 2024-08-02 | 中铁建(无锡)工程科技发展有限公司 | Connecting node of bottom plate and side wall of assembled subway station and construction process |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2017206412A1 (en) | 2017-12-07 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105862916A (en) | Superimposed assembled type underground pipe gallery system and construction and manufacturing process | |
| CN105839667B (en) | The construction manufacture craft of complete prefabricated overlapping assembled underground pipe gallery | |
| CN105839666A (en) | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof | |
| CN205662947U (en) | Coincide assembled underground pipe gallery system | |
| CN205742265U (en) | Complete prefabricated overlapping assembled underground pipe gallery and connection node thereof | |
| CN207348091U (en) | A kind of assembled pipe gallery | |
| CN104652830B (en) | The construction method that a kind of Prefabricated construction panel and prefabricated panel are built | |
| CN106854873A (en) | A kind of engineering method and garage parking in precast spliced sinking type garage parking | |
| CN106930777B (en) | The construction method that Bored Section of Metro main track assembled two serves as a contrast | |
| CN206189455U (en) | Piping lane | |
| CN104790675B (en) | Reinforced concrete block masonry structure assemblage construction method | |
| CN206545215U (en) | A kind of precast spliced sinking type garage parking | |
| CN101418569B (en) | Optimization complex arch wall combining prefabricated arch leaf, support and major structure | |
| CN203924471U (en) | Precast concrete external wall panel | |
| CN104131704A (en) | Steel pipe column concrete lateral pouring method and steel pipe column structure used in method | |
| CN106088320A (en) | A kind of overlapping assembled integral basement of superstructure post and lintel system | |
| CN108086353A (en) | Hollow wall plate mixed prefabricated assembly type comprehensive pipe gallery spliced by cast-in-place hidden beams and construction method thereof | |
| CN109914644A (en) | A kind of assembled heat insulation masonry wall and preparation method thereof | |
| CN206189454U (en) | Piping lane | |
| CN210263131U (en) | Assembled is from stagnant water underground pipe gallery structure | |
| CN208633847U (en) | A kind of corrugated steel supporting construction suitable for circular arch stalk formula tunnel full-section excavation | |
| CN205894278U (en) | Solid superstructure beam -columns system's integral basement of coincide assembly | |
| CN205894280U (en) | Hollow superstructure beam -columns system's integral basement of coincide assembly | |
| CN209293067U (en) | Integrated pipe shelter bridge structure | |
| CN208415303U (en) | A kind of branch module being used to support connection concrete-placing reinforcing steel bar cage and template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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: 20160817 |