CN207348091U - A kind of assembled pipe gallery - Google Patents
A kind of assembled pipe gallery Download PDFInfo
- Publication number
- CN207348091U CN207348091U CN201721246381.7U CN201721246381U CN207348091U CN 207348091 U CN207348091 U CN 207348091U CN 201721246381 U CN201721246381 U CN 201721246381U CN 207348091 U CN207348091 U CN 207348091U
- Authority
- CN
- China
- Prior art keywords
- plate
- prefabricated
- cast
- place
- type
- Prior art date
Links
- 239000010410 layers Substances 0.000 claims abstract description 25
- 230000003014 reinforcing Effects 0.000 claims abstract description 24
- 239000004567 concrete Substances 0.000 claims abstract description 13
- 239000011257 shell materials Substances 0.000 claims description 6
- 280000871617 Vault companies 0.000 claims 1
- 239000004744 fabrics Substances 0.000 claims 1
- 238000009417 prefabrication Methods 0.000 abstract description 7
- 238000010276 construction Methods 0.000 description 23
- 230000015572 biosynthetic process Effects 0.000 description 7
- 238000003786 synthesis reactions Methods 0.000 description 7
- 230000002194 synthesizing Effects 0.000 description 7
- 239000011901 water Substances 0.000 description 6
- 238000005194 fractionation Methods 0.000 description 5
- 238000004519 manufacturing process Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000000034 methods Methods 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 3
- 238000010586 diagrams Methods 0.000 description 3
- 238000005516 engineering processes Methods 0.000 description 3
- 238000003860 storage Methods 0.000 description 2
- 210000003205 Muscles Anatomy 0.000 description 1
- 241000209094 Oryza Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 239000000567 combustion gases Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 238000009428 plumbing Methods 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000004642 transportation engineering Methods 0.000 description 1
Abstract
Description
Technical field
The invention belongs to assembled civilian infrastructure technical field, more particularly to a kind of assembled pipe gallery.
Background technology
Underground urban duct synthesis corridor (referred to as " pipe gallery "), i.e., build a tunnel space in Urban Underground, will The various utilities pipelines such as electric power, communication, combustion gas, heat supply, plumbing are integrated in one, equipped with special access hole, hoisting port and prison Examining system, implements unified planning, Uniting, unified construction and management.Pipe gallery is the important foundation for ensureing city operations Facility and " lifeline ", while played an important role to meeting people's livelihood primary demand and improving city integrated bearing capacity.
In recent years country widelys popularize city integrated piping lane construction, and urban transportation and environment are influenced in order to reduce construction, carried High quality, improve efficiency, shorten the construction period be piping lane construction inevitable requirement.If piping lane, into standard block, is transported in factory process Defeated to greatly improve speed of application to live quick-assembling, construction quality, shortens the construction period, and reduces road and takes.
Pipe gallery is the rectangular tubular structure formed by top plate, two lateral retaining walls and bottom plate integral cast-in-situ.It is small-sized at present Pipe gallery (sectional dimension be less than 3 meters × 4 meters) has fabricated construction at present, by the small comprehensive piping lane along its transversally cutting Into the rectangular element of two meters or so (length along pipe gallery axial direction is two meters or so), which is integrally formed knot Structure, carries out prefabrication scene and by presstressed reinforcing steel or is bolted integral.And for large-scale synthesis piping lane, (sectional dimension is big In 3 meters × 4 meters) constructed using live integral cast-in-situ due to the limitation of road transport, speed of application and construction quality often no To guarantee, and it is more to take road.
For large-scale piping lane there is presently no realizing that prefabrication and assembly construction constructs, it is primarily due to that there are problems with：
1st, according to the slit mode of small comprehensive piping lane, rectangular element monomer appearance and size is big, existing factory building height, lifting Equipment cannot meet to produce needs.
2nd, the rectangular element of cutting generally uses vertical storage at the construction field (site), it is therefore desirable to takes more place；
3rd, the rectangular element weight of cutting is larger (general weight is more than 30 tons), transport and during in-site installation to lifting equipment It is more demanding, increase equipment cost；
Utility model content
This practical new purpose is to overcome the shortcoming of prior art, there is provided a kind of assembled pipe gallery, Especially suitable for large-scale synthesis piping lane, so as to fulfill can prefabrication production, improve speed of application and construction quality, while can subtract Few equipment cost and road improvement occupancy situation, and large and small pattern synthesis piping lane is applicable in.
The utility model adopts the following technical solution：
A kind of assembled pipe gallery, it is characterised in that including being laid with and being located at the cast-in-place bed course of bottom vertically and show Several pipe gallery units for pour bottom plate, splicing successively vertically and a variety of connectors, each pipe gallery unit include position In both sides there is the prefabricated barricade of L-type of bottom plate stretching reinforcing bar and the prefabricated top plate positioned at top, the prefabricated top plate top surface to be additionally provided with Cast-in-place overlapping top plate overlapping layers, between the cast-in-place bed course and cast-in-place bottom plate, on the outside of L-type barricade and cast-in-place overlapping top plate overlapping Layer top surface is also equipped with waterproof layer；Wherein, the bottom plate of the prefabricated barricade of L-type stretches out reinforcing bar and the reinforcing bar in cast-in-place bottom plate, L-type are prefabricated Connected respectively by connector and cast-in-place concrete between prefabricated top end and the prefabricated barricade of adjacent L-type at the top of barricade.
Alternatively, the prefabricated barricade of the L-type bottom plate stretch out reinforcing bar by screw shell and connect reinforcing bar with it is described cast-in-place Bar connecting in bottom plate.
Alternatively, the step for supporting the prefabricated top plate and reserved pin hole are equipped with the top of the prefabricated barricade of the L-type；Its In, the step is higher by side template of the part of the prefabricated top plate as the cast-in-place overlapping top plate overlapping layers, passes through institute Reserved pin hole is stated to be connected with the prefabricated top plate pin.
Alternatively, the prefabricated barricade both ends of the L-type are equipped with uniformly distributed multiple reserved bolt with one end bent back mounting holes, reserved by this Hole is connected the adjacent prefabricated barricade of L-type by bolt with one end bent back.
The characteristics of the utility model is：
The utility model proposes assembled pipe gallery be by existing rectangular tubular by a kind of new fractionation mode Structure splits into two kinds of barricade, top plate plate-type components, and prefabrication production and transport to on-site consolidation is simultaneously bolted, bottom plate Cast-in-site stripe, top plate overlapping layers are connected into and are performed integrally.Prefabricated barricade and prefabricated top plate width after fractionation are generally no greater than 2.4 Rice, traffic condition license also can suitably increase surface member width so as to improve production, installation effectiveness.
Compared to cast-in-place construction, the beneficial effects of the utility model are：
1st, a kind of combinable comprehensive pipe gallery structure is provided for large-scale piping lane, makes large-scale synthesis piping lane can prefabrication life Production.
2nd, due to splitting into board-like unit, can multilayer pile up, save storage space.
3rd, since board-like unit weight is smaller, less lifting equipment can be selected in transport and when in-site installation, reduces equipment Expense.
4th, prefabricated top plate can use prestressed slab, reduce amount of reinforcement, reduce cost.
5th, since special fractionation connecting method make it that live bottom plate cast-in-site stripe, the concreting of top plate overlapping layers need not Live formwork, so as to improve construction efficiency, reduces operating expenses, ensures construction quality.
Brief description of the drawings
Fig. 1 is a kind of assembling flat roof type piping lane fractionation of the utility model embodiment, splicing structure schematic diagram；
Fig. 2 is a kind of assembling vaulted type piping lane fractionation of the utility model embodiment, splicing structure schematic diagram；
Fig. 3 is the structure diagram of the prefabricated barricade of the utility model.
Embodiment
A kind of technical solution of assembled pipe gallery of the utility model is made furtherly with reference to accompanying drawings and embodiments It is bright：
The utility model proposes the implementation suitable for large-scale synthesis piping lane prefabrication and assembly construction, including be laid with vertically and Cast-in-place bed course 1 and cast-in-place bottom plate 4 positioned at bottom, several pipe gallery units spliced successively vertically and a variety of connections Part, the cross section of the pipe gallery unit is as shown in Figure 1, each pipe gallery unit includes positioned at both sides there is bottom plate to stretch out (the prefabricated top plate can use flat roof type according to design requirement, such as the prefabricated barricade 3 of L-type of reinforcing bar and prefabricated top plate 5 positioned at top Shown in Fig. 1, or vaulted type can be used, as shown in Figure 2), which is additionally provided with cast-in-place overlapping top plate overlapping layers 6, existing Pour between bed course 1 and cast-in-place bottom plate 4, the outside of L-type barricade 3 and cast-in-place 6 top surface of overlapping top plate overlapping layers are also equipped with waterproof layer 2；Wherein, the bottom plate of the prefabricated barricade 3 of L-type stretches out reinforcing bar and the reinforcing bar in cast-in-place bottom plate, the prefabricated top of barricade 3 of L-type and prefabricated top Connected respectively by connector with cast-in-place concrete between 5 end of plate and the prefabricated barricade 3 of adjacent L-type.All kinds of prefabricated components fortune After transporting to construction site, connected according to sequence of construction with cast-in-place concrete by connector integral.
The specific implementation of each building block of the utility model is described as follows：
A variety of connectors employed in the present embodiment include screw shell and connection reinforcing bar, pin and bolt with one end bent back.L The structure of the prefabricated barricade 3 of type is as shown in figure 3, the reinforcing bar that prefabricated 3 bottom plate of barricade of L-type stretches out passes through screw shell 3-1 and connection steel Muscle 3-2 and the bar connecting in cast-in-place bottom plate 4, while side mould of the prefabricated barricade bottom plate of L-type as cast-in-place bottom plate；L-type is pre- The top of barricade 3 processed is equipped with the step for supporting prefabricated top plate 5 and reserved pin hole 3-4, and pin hole and prefabricated top are reserved by this 5 pin of plate connects, while the part of prefabricated top plate is higher by the prefabricated barricade top stage of L-type as cast-in-place overlapping top plate overlapping layers 6 side template；Prefabricated 3 both ends of barricade of L-type are equipped with uniformly distributed multiple reserved bolt with one end bent back mounting hole 3-3, pass through the preformed hole The adjacent prefabricated barricade of L-type is connected by bolt with one end bent back.
The prefabricated barricade 3 of the L-type, prefabricated top plate 5 are conventional prefabricated components, can according to pipe gallery design and apply The conventional prefabricating technique that work requires to use produces to obtain in pre-fabricated factory, wherein prefabricated top plate 5 can use prefabricated superimposed sheet.Respectively The width of prefabricated components is generally no greater than 2.4 meters (i.e. along the length of pipe gallery axial direction), under conditions of traffic condition license Surface member width can suitably be increased so as to improve production, installation effectiveness.
Each connector is conventional products, and the quantity of connector, specification are true according to the design requirements of different engineerings It is fixed.
Assembled pipe gallery provided by the utility model is not only suitable for single storehouse pipe gallery, is also applied for Shuan Cang, more Storehouse pipe gallery.Double storehouses, multi-compartment tube corridor only need to be by the parallel layings in single storehouse.
Single storehouse assembled pipe gallery construction technology order of the utility model：
1) excavation of foundation pit and check of foundation subsoil are first carried out, then carries out cast-in-place 1 concreting of bed course；
2) after the concrete strength of cast-in-place bed course 1 meets superstructure execution conditions, carry out bottom waterproof layer 2 and construct；
3) treat that the lifting that prefabricated barricade 3 is carried out after the construction of bottom waterproof layer 2 (can be first in waterproof layer surface bullet before lifting Go out the both sides precast concrete barricade position line)；Prefabricated barricade 3 lift it is in place after with bolt with one end bent back by adjacent 3 spiral shell of prefabricated barricade Tether and connect；
4) bind cast-in-place 4 reinforcing bar of bottom plate, and by screw shell 3-1 and the connection reinforcing bar cast-in-place baseplate reinforcing bar of 3-2 connections with Prefabricated 3 bottom plate depths reinforcing bar of barricade, pouring cast-in-place 4 concrete of bottom plate, (cast-in-place 4 concrete work amount of bottom plate is a flowing water section work Measure)；
5) prefabricated top plate 5 is installed, cast-in-place 6 reinforcing bar of overlapping top plate overlapping layers is bound, it is mixed to pour cast-in-place overlapping top plate overlapping layers 6 Solidifying soil (cast-in-place overlapping 6 concrete work amount of top plate is a flowing water section workload)；
6) after cast-in-place 6 concrete strength of overlapping top plate overlapping layers is met the requirements, carry out side and top surface waterproof layer 2 is applied Work；
7) foundation pit backfill is carried out after all process steps are inspected for acceptance.
In addition to according to above-mentioned construction technology sequence construction, classifying rationally flowing water section is to ensure that lifting component, reinforcing bar bind, are existing These critical processes such as pouring concrete construction are coordinated to carry out, put forward efficient key.Single storehouse assembled synthesis of the utility model Piping lane divides flowing water section according to following principle：Ensure that the work of different work posts is continuous, improve efficiency；Reduce and intersect, ensure safety. Preferably using the prefabricated part hanging amount of a machine-team as a flowing water section, such as above-mentioned steps 4) in pour cast-in-place 4 concrete of bottom plate With above-mentioned steps 5) in pour the workload of cast-in-place 6 concrete of overlapping top plate overlapping layers be a flowing water section workload.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721246381.7U CN207348091U (en) | 2017-09-26 | 2017-09-26 | A kind of assembled pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721246381.7U CN207348091U (en) | 2017-09-26 | 2017-09-26 | A kind of assembled pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207348091U true CN207348091U (en) | 2018-05-11 |
Family
ID=62356819
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721246381.7U CN207348091U (en) | 2017-09-26 | 2017-09-26 | A kind of assembled pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207348091U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978712A (en) * | 2018-08-03 | 2018-12-11 | 上海市机械施工集团有限公司 | Arch top plate precast assembly structure and its construction method |
| CN109083413A (en) * | 2018-08-27 | 2018-12-25 | 上海市机械施工集团有限公司 | A kind of overlapping arch shell structure construction method |
| CN109208642A (en) * | 2018-11-19 | 2019-01-15 | 中铁二十三局集团有限公司 | A kind of construction method of assembled under-traverse tunnel |
| CN109281334A (en) * | 2018-10-31 | 2019-01-29 | 中建科技有限公司 | Underground pipe gallery waterproof construction |
| CN109914477A (en) * | 2019-04-02 | 2019-06-21 | 成都泽瀚科技有限公司 | Underground pipe gallery precast assembly pipeline |
| CN110306989A (en) * | 2019-07-04 | 2019-10-08 | 中铁二十局集团第四工程有限公司 | A kind of non-open cut assembled pipe canal digging support reinforcement method |
-
2017
- 2017-09-26 CN CN201721246381.7U patent/CN207348091U/en not_active IP Right Cessation
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108978712A (en) * | 2018-08-03 | 2018-12-11 | 上海市机械施工集团有限公司 | Arch top plate precast assembly structure and its construction method |
| CN109083413A (en) * | 2018-08-27 | 2018-12-25 | 上海市机械施工集团有限公司 | A kind of overlapping arch shell structure construction method |
| CN109281334A (en) * | 2018-10-31 | 2019-01-29 | 中建科技有限公司 | Underground pipe gallery waterproof construction |
| CN109208642A (en) * | 2018-11-19 | 2019-01-15 | 中铁二十三局集团有限公司 | A kind of construction method of assembled under-traverse tunnel |
| CN109914477A (en) * | 2019-04-02 | 2019-06-21 | 成都泽瀚科技有限公司 | Underground pipe gallery precast assembly pipeline |
| CN110306989A (en) * | 2019-07-04 | 2019-10-08 | 中铁二十局集团第四工程有限公司 | A kind of non-open cut assembled pipe canal digging support reinforcement method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204386002U (en) | A kind of precast assemble floor system | |
| CN205894313U (en) | Prefabricated assembled steel pipe retrains frame node entirely | |
| CN104947709A (en) | Pre-assembled single-compartment municipal tunnel and construction method thereof | |
| CN206438536U (en) | Overlap assembled underground pipe gallery | |
| CN101761344B (en) | Preparation method of prefabricated pipe section for shield tunnel | |
| CN104612711A (en) | Lining segment structure of city subway up-down section overlapping shield tunnels | |
| CN202369968U (en) | Assembled water drainage box culvert | |
| CN203702166U (en) | Segment lining ring structure applicable to rectangular tunnel | |
| CN102155025B (en) | Late poured band type assembled pipe jacking working open caisson | |
| CN105220808B (en) | Large-span prestressed arch bar in-situ precast construction method of installation | |
| CN205276316U (en) | Modular prefabricated piping lane | |
| WO2017206411A1 (en) | Full-prefabricated superimposed assembly-type underground pipe gallery and connection node thereof | |
| CN104859036A (en) | Concrete solid square pile mold | |
| CN105839667B (en) | The construction manufacture craft of complete prefabricated overlapping assembled underground pipe gallery | |
| CN103924505B (en) | Use prefabricated steel-concrete combination T beam and the construction method of Wavelike steel webplate | |
| CN101701461B (en) | Method for constructing energy-saving underground tube structure | |
| CN101922254B (en) | Assembled square-barrel multi-layer concrete underground garage and manufacturing method thereof | |
| CN106801436B (en) | A kind of construction method overlapping assembled underground pipe gallery | |
| CN206503230U (en) | A kind of fabricated steel building | |
| CN102493603A (en) | Prefabricated column of reserved concealed column channel, concealed column type complete assembled earthquake-resistant building and its method | |
| CN204401650U (en) | Square longitudinally connection prestressed assembly formula underground pipe gallery | |
| CN203080430U (en) | Assembly and cast-in-place combined type reinforced concrete pipe type culvert | |
| CN105862910B (en) | A kind of the inverse of assembled stereoscopic underground garage makees formula method of construction | |
| CN205387754U (en) | Novel steel pipe mixes earth structure with prefabricated node | |
| CN205242440U (en) | Steel city utility tunnel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20180511 Termination date: 20190926 |