CN207176738U - A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system - Google Patents
A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system Download PDFInfo
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- CN207176738U CN207176738U CN201721243276.8U CN201721243276U CN207176738U CN 207176738 U CN207176738 U CN 207176738U CN 201721243276 U CN201721243276 U CN 201721243276U CN 207176738 U CN207176738 U CN 207176738U
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- plate
- pipe
- anchorage
- prestress
- piping lane
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
Abstract
The utility model discloses a kind of staggered joint erection comprehensive pipe gallery structure based on prestress system, including piping lane agent structure prefabricated components system, the functional space of piping lane is formed for assembling；Component prestressing force connects system, for connecting each prefabricated components of piping lane agent structure；Waterproof sealing system, for water passage inside and outside isolation structure, keep drying in piping lane space.The staggered joint erection Pipe rack based on prestress system of the utility model design employs blocking criteria design, it is easy to engineering to produce, precision is high, it is light to be easy to lift, pass through prestressing force linked system and staggered joint erection method, the rigidity of structure is set to be evenly distributed, cracking resistance or non-deformability enhancing, while prestressing force connected mode cooperation waterproof sealing system can also improve the water proof anti-seepage ability of Pipe rack.
Description
Technical field
It the utility model is related to a kind of Urban Underground comprehensive pipe gallery structure, more particularly to a kind of mistake based on prestress system
Stitch assembled comprehensive pipe gallery structure.
Background technology
The laying method of the pipelines such as conventional electric power, communication and combustion gas is method of directly burring, due to the same road of the laying of various pipelines
Construction is difficult to synchronization, causes existing road to be subjected to excavating landfill repeatedly, not only produces traffic and hinders, noise pollution, environmental disruption
Deng livelihood issues, the waste of resource and the increase of quantities also result in.
Pipe gallery, can be by a series of municipal pipeline collection such as electric power, heating power, communication as a kind of Underground Extra-long linear structure
In in one, by setting the facilities such as special access hole, dog-house, realize management and construction for pipeline integrated system.
Quantities and cost are greatly reduced, more effectively make use of city space to optimize urban life environment.State Council in 2014
General office puts into effect《On strengthening the instruction of City Buried Pipeline implementation management》, indicate steady propulsion underground synthesis
The construction of piping lane, and will progressively carry out corresponding pilot project.
The technology relative maturity of fluting method cast in situs Pipe rack at present, but simultaneously there is also earthwork it is big,
Occupied ground is wide, construction is complicated and efficiency is low, it is long in time limit the defects of.And prefabricated piping lane can realize the concentration metaplasia of piping lane structure
Production, improve the quality and producing efficiency of component.The floor space of live windrow is decreased simultaneously, ensure that speed of application.
Existing prefabricated piping lane uses integrated precast Pipe rack more, but integrated precast Pipe rack often volume
It is huge and very heavy, it is all more inconvenient during transport and lifting, while also give transporting equipment and hanging device
Higher requirement is proposed, there is more potential safety hazard.In consideration of it, the prefabricated piping lane of pin-connected panel has come into engineering site.
Domestic prefabricated assembled Pipe rack has accumulated certain achievement in research at present, such as Chinese publication number
CN105256838A discloses a kind of piping lane prefabricated component and prefabricated pipe gallery.It is prefabricated that Pipe rack is decomposed into three groove profiles
Part.The horizontal cast in situs upwardly through reserved reinforcement is attached, and is attached on longitudinal direction using prestressed cable.Take into account
The structural intergrity of prefabricated component and the convenience of assembling.Chinese utility model publication number CN105256837A discloses a kind of piping lane
Prefabricated component and assembled pipe gallery.Piping lane is decomposed into chassis prefabricated component and cover plate prefabricated component, and set respectively at contact surface
Groove and projection are put, is easily installed fixation.It is attached by stressing equipment.Chinese utility model publication number
CN105625471A discloses a kind of prefabricated pipe gallery.Pipe rack is divided into bottom plate, side plate, divide storehouse plate and
Top plate.By setting bellmouth and socket to realize the interim fixation of structure in contact surface.Respective component is realized by steel pipe embedded part
Between interconnection.
The existing assembled Pipe rack of comprehensive analysis is visible, and the component of most of assembled piping lanes is still more huge stupid
Weight, still there is improved space in the dividing mode of component.Existing assembled piping lane uses straight joint formula splicing structure more, by
Rigidity in joint is relatively small, and the assembling of straight joint formula will cause integrally-built Stiffness Distribution uneven, influence the entirety of structure
Rigidity, it is impervious to structure unfavorable.It is most that prestress anchoraging means are only taken on longitudinally connected in terms of the connection of component, it is horizontal
Connection between section upper member is relatively weak, have impact on the globality of structure.Simultaneously existing assembled Pipe rack for
The setting of joint waterproof details does not provide detailed specification.
Utility model content
The utility model pin devises a kind of staggered joint erection comprehensive pipe gallery structure based on prestress system, it is therefore intended that carries
It is more succinct light for a kind of structure, it is easy to lifting construction, the prefabricated piping lane system of element type of good integrity.By rational wrong
Seam is assembled and vertically and horizontally prestressing force connects system, is more uniformly distributed the Stiffness Distribution of piping lane, improves piping lane entirety anti-deformation；
The waterstop sealing system set by each element joints, coordinate prestressing force connected mode, improve the leakage resistance of Pipe rack
Energy.
In order to realize above-mentioned technical purpose, the technical solution of the utility model is,
A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system, including form piping lane functional space for assembling
Piping lane agent structure prefabricated components system；The component prestressing force of each prefabricated components for connecting piping lane agent structure connects system
System；For water passage inside and outside isolation structure, the waterproof sealing system dried in piping lane space is kept；
Described piping lane agent structure prefabricated components system includes bottom plate, intermediate plate and top plate, and described intermediate plate is set
To form Pipe rack between the bottom plate of bottom and the top plate at top；Described component prestressing force connection system includes connector
And prestress wire, described connector are arranged in prefabricated panel, intermediate plate and top plate, and by penetrating prestress steel twist
Line is to interconnect；Described waterproof sealing system includes seal, described seal be arranged at prefabricated panel, intermediate plate and
To realize waterproof sealing on joint face between top plate.
A kind of described staggered joint erection comprehensive pipe gallery structure based on prestress system, described piping lane agent structure are prefabricated
In construction system, bottom plate 11 is double " U " groove patterns, is placed in the bottom of Pipe rack；Described intermediate plate includes left plate 12, the right side
Side plate 14 and median septum 13, described left plate 12 and right plate 14 are respectively arranged at the both sides of Pipe rack, and median septum 13 is set
It is placed in the center of Pipe rack；Top plate 15 is double " n " groove patterns, is placed in the top of Pipe rack, and bottom plate, intermediate plate and top plate are spelled
It is connected in the Pipe rack with two parallel channels.
A kind of described staggered joint erection comprehensive pipe gallery structure based on prestress system, described left plate 12 and right plate
14 be the sphenoid that the face that is vertically connected with is inclined-plane；Dividing plate 13 is to be vertically connected with the cuboid that face is arranged to horizontal plane；Bottom plate 11
It is all provided with being set to the inclined-plane to match with left plate 12, right plate 14 and median septum 13 or plane with 15 each joint face of top plate.
A kind of described staggered joint erection comprehensive pipe gallery structure based on prestress system, bottom plate, intermediate plate are connected with top plate
The mode of Shi Caiyong staggered joint erections is attached.
A kind of described staggered joint erection comprehensive pipe gallery structure based on prestress system, described component prestressing force connection system
Connector in system includes the closed anchorage 21, shuttle pipe 22 and opening being embedded in advance in each bottom plate, intermediate plate and top plate
Formula anchorage 24, every group of connector is including closed 21, open type anchorage devices 24 of anchorage on same straight line and extremely
Few two shuttle pipes 22, and closed anchorage 21 in every group of connector and open type anchorage device 24 are embedded in two adjacent bottom plates
Or in two intermediate plates or two top plates, one end of steel strand wires is fixed in closed anchorage, and the other end is in open type anchorage device 24
Operation is fixed in place.
A kind of described staggered joint erection comprehensive pipe gallery structure based on prestress system, the envelope in every group of described connector
In the embedding component formerly laid of enclosed anchorage 21, in the component that open type anchorage device 24 is laid after being embedded in, and managed by shuttling
22 connections, steel strand wires are reached in closed anchorage 21 from open type anchorage device 24 through shuttle pipe 22 with fixation, the component first laid
In shuttle pipe in tail end be horn mouth 23, the shuttle pipe in the component laid afterwards is straight tube in front end in order to be aligned to loudspeaker
Mouthful.
A kind of described staggered joint erection comprehensive pipe gallery structure based on prestress system, every piece of bottom plate, intermediate plate or top plate
An open type anchorage device being inside at least embedded with horizontal direction and a closed anchorage, an open type on vertical direction
Anchorage and a closed anchorage, and the shuttle pipe to match with corresponding anchorage.
A kind of described staggered joint erection comprehensive pipe gallery structure based on prestress system, described waterproof sealing system it is close
Sealing includes sealing rod and lays the groove of sealing rod, and groove 32 sets along each component connection surface edge, and sealing rod 31 is along recessed
Groove 32 is arranged.
It is of the present utility model to have technical effect that：
(1) the utility model has drawn Software Component Design thinking, and whole Pipe rack is reasonably divided into some standards
Block, so as to realize that batch production is prefabricated, element precast precision is improved, while each component is relatively small, single component is light and handy, is easy to
Lifting, transport and installation.
(2) the utility model employs closed anchorage first, realizes the automatic anchoring of presstressed reinforcing steel, solves well
Continuous assembled condition of having determined, which places an order, holds effective anchoring operation of working face, has evaded existing anchorage method needs in Pipe rack
The reserved anchor mouth of sky, destroy the risk of structural integrity.
(3) the utility model employs staggered joint erection mode and vertical, horizontal prestressing force linked system first so that whole
The vertical, horizontal Stiffness Distribution of Pipe rack is uniform, improves the non-deformability of Pipe rack.
(4) the utility model devises comprehensively and effectively waterproof sealing system, coordinates prestressing force effect so that each component connects
It is tactile closely connected, improve the water proof anti-seepage ability of Pipe rack.
In addition to objects, features and advantages described above, the utility model also has other purposes, feature and excellent
Point.Below with reference to figure, the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model；
Fig. 2 is the piping lane agent structure prefabricated components system schematic in Fig. 1；
Fig. 3 is the component prestressing force connection system schematic in Fig. 1；
Fig. 4 is the anchoring system detail structure schematic diagram in Fig. 3；
Fig. 5 is the waterproof sealing system schematic in Fig. 1；
Fig. 6 is the waterproof sealing system detail structure schematic diagram in Fig. 1；
Wherein, 1, piping lane agent structure prefabricated components system；11st, bottom plate；12nd, left plate；13rd, median septum；14th, right side
Plate；15th, top plate；2nd, component prestressing force connection system；21st, closed anchorage；22nd, shuttle pipe；23rd, flared end；24th, open type
Anchorage；25th, steel strand wires；26th, straight tube end；3rd, waterproof sealing system；31st, rubber water-proof bar；32nd, groove.
Embodiment
Embodiment of the present utility model is described in detail below in conjunction with accompanying drawing, but the utility model can be by right
It is required that the multitude of different ways for limiting and covering is implemented.
As shown in figure 1, the utility model pin devises a kind of staggered joint erection comprehensive pipe gallery structure based on prestress system,
Including piping lane agent structure prefabricated components system 1, the functional space of piping lane is formed for assembling；Component prestressing force connects system 2,
For connecting each prefabricated components of piping lane agent structure；Waterproof sealing system 3, for water passage inside and outside isolation structure, keep
Dried in piping lane space.
In this embodiment, as shown in Fig. 2 piping lane agent structure prefabricated components system 1 is by prefabricated panel 11, left plate
12nd, 15 5 right plate 14, median septum 13 and top plate component compositions.
Specifically, as shown in Fig. 2 bottom plate 11 is double " U " groove patterns, it is placed in the bottom of Pipe rack；Left plate 12, right side
Plate 14 and median septum 13 are located at the middle part side and centre position of Pipe rack respectively, pass through prestress wire 25 and bottom plate 11
It is connected；Top plate 15 is double " n " groove patterns, is placed in the top of Pipe rack, again by prestress wire 25 and left plate 12,
Right plate 14 is connected with median septum 13.
Further, as shown in Fig. 2 left plate 12, right plate 14 are sphenoid, the face of being vertically connected with is disposed as inclined-plane；
Median septum 13 is cuboid, and the face of being vertically connected with is arranged to horizontal plane；Bottom plate 11 and 15 each joint face of top plate is all provided with being set to and left side
The inclined-plane or plane that plate 12, right plate 14 and median septum 13 match.Left plate 12, right plate 14, median septum 13 and top plate 15
When being connected with bottom plate 11 by the way of staggered joint erection.Each component connection surface is equipped with the groove 32 for laying sealing rod, groove
32 are evenly arranged along surface surrounding.
Further, as shown in Figure 3, Figure 4, component prestressing force connects system 2 by closed anchorage 21, shuttle pipe 22, steel
Twisted wire 25, open type anchorage device 24 form.Closed anchorage 21, shuttle pipe 22 and open type anchorage device 24 are embedded in each component in advance
In, after corresponding piping lane agent structure prefabricated components are laid in place, then steel strand wires 25 are penetrated out of open type anchorage device 24, through shuttling
Pipe 22 is reached in closed anchorage 21, then carries out the operations such as prestressed stretch-draw, locking and sealing off and covering anchorage from the end of open type anchorage device 24.Envelope
Enclosed anchorage is using patent " a kind of closed automatic anchorage ", the device that is referred in the patent No. " 201621069293.X ",
To realize prestressed structural systems using the effect in the structure or condition when can not provide working space to one end.Open type
Anchorage can be common at present open type anchorage device device realized.
Specifically, as shown in figure 4, closed anchorage 21 be embedded in advance in the component laid in advance, open type anchorage device 24
It is embedded in advance in the component of later stage placement, both are connected by shuttle pipe 22, and are consolidated with shuttle pipe 22 by modes such as screw threads
Fixed connection.Shuttle pipe 22 is designed as access type flexible connection, i.e., the component shuttle pipe 22 laid in advance at adjacent members contact surface
Non-anchor fixed end, it is arranged to the pattern of horn mouth 23, and the 22 non-anchor fixed end of component shuttle pipe that the later stage lays is arranged to the pattern of straight tube 26,
During placement, the alignment of straight tube end 26 is placed in flared end 23, in this way, then can ensure that follow-up steel strand wires 25 shuttle smooth arrival
In closed anchorage 21.
Further, as shown in figure 3, being respectively provided with 2~3 groups of anchor connection bodies on each adjacent members axial direction or cross-sectional direction
System, the adjacent members mode of anchor connection successively two-by-two is taken, piping lane agent structure prefabricated components system 1 is formed firm group
Close structure.
In this embodiment, as shown in Figure 5, Figure 6, waterproof sealing system, 3 by being fixed in each component connection surface groove 32
Sealing rod 31 form, sealing rod 31 is arranged along the uniformly continuous of groove 32, component lay it is in place after, sealing rod 31 contacts two-by-two,
Closely connected anti-, sealing is realized under prestressing force effect.
Preferred embodiment of the present utility model is the foregoing is only, is not limited to the utility model, for this
For the technical staff in field, the utility model can have various modifications and variations.It is all in the spirit and principles of the utility model
Within, any modification, equivalent substitution and improvements made etc., it should be included within the scope of protection of the utility model.
Claims (8)
1. a kind of staggered joint erection comprehensive pipe gallery structure based on prestress system, it is characterised in that including forming pipe for assembling
The piping lane agent structure prefabricated components system of corridor functional space；The component of each prefabricated components for connecting piping lane agent structure is pre-
Stress connects system；For water passage inside and outside isolation structure, the waterproof sealing system dried in piping lane space is kept；
Described piping lane agent structure prefabricated components system includes bottom plate, intermediate plate and top plate, and described intermediate plate is arranged at bottom
To form Pipe rack between the bottom plate in portion and the top plate at top；Described component prestressing force connection system is including connector and in advance
Prestress steel strand, described connector are arranged in prefabricated panel, intermediate plate and top plate, and by penetrate prestress wire with
Interconnect；Described waterproof sealing system includes seal, and described seal is arranged at prefabricated panel, intermediate plate and top plate
Between joint face on to realize waterproof sealing.
A kind of 2. staggered joint erection comprehensive pipe gallery structure based on prestress system according to claim 1, it is characterised in that
In described piping lane agent structure prefabricated components system, bottom plate (11) is double " U " groove patterns, is placed in the bottom of Pipe rack；Institute
The intermediate plate stated includes left plate (12), right plate (14) and median septum (13), described left plate (12) and right plate (14)
The both sides of Pipe rack are respectively arranged at, median septum (13) is arranged at the center of Pipe rack；Top plate (15) is double " n " groove profiles
Formula, is placed in the top of Pipe rack, and bottom plate, intermediate plate and top plate are spliced into the Pipe rack with two parallel channels.
A kind of 3. staggered joint erection comprehensive pipe gallery structure based on prestress system according to claim 2, it is characterised in that
Described left plate (12) and right plate (14) is the sphenoid that the face that is vertically connected with is inclined-plane；Dividing plate (13) is to be vertically connected with face
It is arranged to the cuboid of horizontal plane；Bottom plate (11) and top plate (15) each joint face are all provided with being set to and left plate (12), right plate
And the inclined-plane that matches of median septum (13) or plane (14).
A kind of 4. staggered joint erection comprehensive pipe gallery structure based on prestress system according to claim 1, it is characterised in that：
Bottom plate, intermediate plate are attached when being connected with top plate by the way of staggered joint erection.
A kind of 5. staggered joint erection comprehensive pipe gallery structure based on prestress system according to claim 1, it is characterised in that
Connector in described component prestressing force connection system is closed in each bottom plate, intermediate plate and top plate including being embedded in advance
Anchorage (21), shuttle pipe (22) and open type anchorage device (24), and every group of connector is closed including one on same straight line
Anchorage (21), an open type anchorage device (24) and at least two, which shuttle, manages (22), and the closed anchorage in every group of connector
(21) it is embedded in open type anchorage device (24) in two adjacent bottom plates or two intermediate plates or two top plates, one end of steel strand wires
It is fixed in closed anchorage, operation is fixed at open type anchorage device (24) place in the other end.
A kind of 6. staggered joint erection comprehensive pipe gallery structure based on prestress system according to claim 5, it is characterised in that
In the embedding component formerly laid of closed anchorage (21) in every group of described connector, after open type anchorage device (24) is embedded in
In the component of placement, and connected by the pipe (22) that shuttles, steel strand wires reach envelope from open type anchorage device (24) through the pipe (22) that shuttles
With fixation in enclosed anchorage (21), shuttle pipe in the component first laid is horn mouth (23) in tail end, in the component laid afterwards
Shuttle pipe in front end be straight tube in order to being aligned to horn mouth.
A kind of 7. staggered joint erection comprehensive pipe gallery structure based on prestress system according to claim 5, it is characterised in that
An open type anchorage device being at least embedded with every piece of bottom plate, intermediate plate or top plate in horizontal direction and a closed anchorage,
An open type anchorage device and a closed anchorage on vertical direction, and the shuttle pipe to match with corresponding anchorage.
A kind of 8. staggered joint erection comprehensive pipe gallery structure based on prestress system according to claim 1, it is characterised in that
The seal of described waterproof sealing system includes sealing rod and lays the groove of sealing rod, and groove (32) is along each component connection table
Face edge is set, and sealing rod (31) is arranged along groove (32).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2017104678224 | 2017-06-20 | ||
| CN201710467822 | 2017-06-20 |
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| CN207176738U true CN207176738U (en) | 2018-04-03 |
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| CN201721243276.8U Active CN207176738U (en) | 2017-06-20 | 2017-09-26 | A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system |
| CN201710881320.6A Pending CN107489168A (en) | 2017-06-20 | 2017-09-26 | A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system |
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| CN201710881320.6A Pending CN107489168A (en) | 2017-06-20 | 2017-09-26 | A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107489168A (en) * | 2017-06-20 | 2017-12-19 | 中南大学 | A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system |
| CN111251448A (en) * | 2020-01-19 | 2020-06-09 | 上海建工四建集团有限公司 | Pouring method of prefabricated tunnel structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108560587A (en) * | 2018-06-01 | 2018-09-21 | 西安交通大学 | A kind of cave type prefabrication and assembly construction pipe gallery and installation method |
| CN109779268B (en) * | 2019-02-25 | 2021-04-16 | 上海城建建设实业(集团)有限公司 | Construction method of large-span segmented integrated double-T plate |
| CN110284519A (en) * | 2019-06-17 | 2019-09-27 | 湖北建科国际工程有限公司 | A kind of pipe gallery assembling structure and pipe gallery |
| CN110822166A (en) * | 2019-11-11 | 2020-02-21 | 常州工学院 | Pressure pipeline deep-grooving-free outer enclosing structure and construction method |
| CN111501823A (en) * | 2020-04-20 | 2020-08-07 | 中冶京诚工程技术有限公司 | Community pipeline co-structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20070042125A (en) * | 2007-03-06 | 2007-04-20 | 백경종 | The connection and waterproof method of the assembly p.c culvert which applies the fixation system |
| KR20070111431A (en) * | 2007-10-29 | 2007-11-21 | 백경종 | The connection method of the assembly p.c culvert which applies the inner fixation system |
| CN204098065U (en) * | 2014-08-29 | 2015-01-14 | 上海市政工程设计研究总院（集团）有限公司 | A kind of can the precast assembly pipe gallery of stretch-draw in body |
| CN104947709A (en) * | 2015-04-15 | 2015-09-30 | 上海市政工程设计研究总院（集团）有限公司 | Pre-assembled single-compartment municipal tunnel and construction method thereof |
| CN105421489A (en) * | 2015-11-11 | 2016-03-23 | 东南大学 | Mortise type prefabricated comprehensive pipe gallery longitudinal connector |
| CN206091080U (en) * | 2016-09-21 | 2017-04-12 | 中南大学 | Closed automatic ground tackle |
| CN106759485B (en) * | 2017-01-18 | 2019-04-30 | 贵州中昇东浩科技有限公司 | A kind of prefabricated piping lane of two-piece unit formula and installation method |
| CN207176738U (en) * | 2017-06-20 | 2018-04-03 | 中南大学 | A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system |
-
2017
- 2017-09-26 CN CN201721243276.8U patent/CN207176738U/en active Active
- 2017-09-26 CN CN201710881320.6A patent/CN107489168A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107489168A (en) * | 2017-06-20 | 2017-12-19 | 中南大学 | A kind of staggered joint erection comprehensive pipe gallery structure based on prestress system |
| CN111251448A (en) * | 2020-01-19 | 2020-06-09 | 上海建工四建集团有限公司 | Pouring method of prefabricated tunnel structure |
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| Publication number | Publication date |
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| CN107489168A (en) | 2017-12-19 |
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