CN207348091U - A kind of assembled pipe gallery - Google Patents
A kind of assembled pipe gallery Download PDFInfo
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- 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
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- 238000003786 synthesis reaction Methods 0.000 description 7
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Abstract
The utility model provides a kind of assembled pipe gallery, belongs to assembled civilian infrastructure technical field.Including being laid with vertically and positioned at cast-in-place bed course and cast-in-place bottom plate, several pipe gallery units for splicing successively vertically and a variety of connectors of bottom, each pipe gallery unit includes positioned at both sides there is bottom plate to stretch out the prefabricated barricade of L-type of reinforcing bar and the prefabricated top plate positioned at top, the prefabricated top plate top surface is additionally provided with cast-in-place overlapping top plate overlapping layers, between 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 layers top surface is also equipped with waterproof layer；The bottom plate stretching reinforcing bar of the prefabricated barricade of L-type and the reinforcing bar in cast-in-place bottom plate, connected by connector and cast-in-place concrete respectively at the top of the prefabricated barricade of L-type between prefabricated top end and the prefabricated barricade of adjacent L-type.Pipe gallery is split as prefabricated barricade, two class plate-type component of top plate by the utility model, and easy to produce, transport, realizes that large scale piping lane prefabrication and assembly constructionization is constructed.
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)
1. a kind of assembled pipe gallery, it is characterised in that including being laid with vertically and positioned at the cast-in-place bed course of bottom and cast-in-place
Bottom plate, several pipe gallery units spliced successively vertically and a variety of connectors, each pipe gallery unit include being located at
There is bottom plate to stretch out the prefabricated barricade of L-type of reinforcing bar and the prefabricated top plate positioned at top for both sides, which is additionally provided with existing
Overlapping top plate overlapping layers is poured, 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 layers
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, the prefabricated gear of L-type
Connected respectively by connector and cast-in-place concrete between wall top portion and prefabricated top end and the prefabricated barricade of adjacent L-type.
2. assembled pipe gallery according to claim 1, it is characterised in that the prefabricated top plate is flat roof type or vault
The prefabricated top plate of formula.
3. assembled pipe gallery according to claim 1, it is characterised in that the bottom plate of the prefabricated barricade of L-type stretches out
Reinforcing bar passes through screw shell and connection reinforcing bar and the bar connecting in the cast-in-place bottom plate.
4. assembled pipe gallery according to claim 1, it is characterised in that be equipped with branch at the top of the prefabricated barricade of L-type
Support the step of the prefabricated top plate and reserved pin hole；Wherein, the step is higher by the part of the prefabricated top plate as institute
The side template of cast-in-place overlapping top plate overlapping layers is stated, is connected by the reserved pin hole with the prefabricated top plate pin.
5. assembled pipe gallery according to claim 1, it is characterised in that the prefabricated barricade both ends of L-type are equipped with equal
Multiple reserved bolt with one end bent back mounting holes of cloth, are connected the adjacent prefabricated barricade of L-type by bolt with one end bent back by the preformed hole.
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
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721246381.7U Expired - Fee Related CN207348091U (en) | 2017-09-26 | 2017-09-26 | A kind of assembled pipe gallery |
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| Country | Link |
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| 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 Expired - Fee Related
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 |
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Granted publication date: 20180511 Termination date: 20190926 |