CN205804406U - A kind of eversion type close rib energy dissipation type underground pipe gallery - Google Patents
A kind of eversion type close rib energy dissipation type underground pipe gallery Download PDFInfo
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- CN205804406U CN205804406U CN201620705521.1U CN201620705521U CN205804406U CN 205804406 U CN205804406 U CN 205804406U CN 201620705521 U CN201620705521 U CN 201620705521U CN 205804406 U CN205804406 U CN 205804406U
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- cuboid framework
- piping lane
- mesh
- pipe gallery
- underground pipe
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Abstract
The utility model discloses a kind of eversion type close rib energy dissipation type underground pipe gallery.The unit piping lane that described piping lane is connected by multiple roads tail is constituted, and unit piping lane includes that cuboid framework (2), cuboid framework two ends are equipped with one group of bolt hole, and adjacent cuboid framework connects and composes piping lane through stay bolt；Piping lane is provided with an expansion joint at interval of about 20 meters；It is provided with wainscot in the upper mesh of cuboid framework, in the lower mesh of cuboid framework, is provided with lower wall panels, in the left mesh of cuboid framework, be provided with left wall plate, in the right mesh of cuboid framework, be provided with right wallboard；The longitudinal rib plate and cross rib plate intersected in length and breadth it is equipped with up and down outside wallboard；Intersected vertically by longitudinal rib plate and cross rib plate in the rib mesh constituted and be filled with flexible material.This utility model can absorb the energy of rock and soil pressure transmission, can effectively reduce the rock and soil pressure effect to thin plate.Therefore can suitably reduce the thickness of wallboard, reduce construction cost.
Description
Technical field
This utility model relates to a kind of eversion type close rib energy dissipation type underground pipe gallery, belongs to underground utilities channel design skill
Art field.
Background technology
Underground pipe gallery refers to lay electric power, communication, radio and television, feedwater, draining, heat at Urban Underground for concentrating
The public tunnel of the municipal pipeline such as power, combustion gas.China is in urbanization fast development period, and underground foundation Facilities Construction is stagnant
After.Advance Urban Underground pipe gallery build, plan as a whole all kinds of municipal pipeline planning, build and manage, solve repeatedly excavated pavement,
The problems such as built on stilts intensive, the pipeline Frequent Accidents of gauze, be conducive to ensureing urban safety, improve city function, beautifying city view,
Promote city intensive efficient and Transformation Development, be conducive to improving urban carrying capacity and urbanization quality, be conducive to
Increase public product effective investment, pull social capital to put into, make the new power of economic development.Common box underground pipe gallery
Being a kind of well anti-deformation structure, agent structure is box-structure, and the major advantage of this structure is that structural integrity is good, just
Degree is big, and non-deformability is strong, and base stress is little, is suitable for foundation bearing capacity low, the condition that differential settlement is big, but existing general
Logical box underground pipe gallery in order to improve non-deformability, the framework using slab to enclose, exist sectional dimension excessive,
Material usage is many, the problem of high cost.How in the case of ensureing underground pipe gallery safety, improve stock utilization,
The waste reducing resource is a urgent problem.
Summary of the invention
The purpose of this utility model is, it is provided that a kind of eversion type close rib energy dissipation type underground pipe gallery.Guaranteeing underground
In the case of pipe gallery safety, improve stock utilization, reduce the waste of resource, reduce construction cost.
The technical solution of the utility model:
A kind of eversion type close rib energy dissipation type underground pipe gallery, the unit piping lane structure that described piping lane is connected by multiple roads tail
Becoming, unit piping lane includes that cuboid framework, cuboid framework two ends are equipped with one group of bolt hole, and adjacent cuboid framework is through long spiral shell
Bolt connects and composes piping lane；Piping lane is provided with an expansion joint at interval of about 20 meters；It is provided with upper wall in the upper mesh of cuboid framework
Plate, is provided with lower wall panels in the lower mesh of cuboid framework, be provided with left wall plate in the left mesh of cuboid framework, cuboid framework
Right wallboard it is provided with in right mesh；The longitudinal rib plate and cross rib plate intersected in length and breadth it is equipped with up and down outside wallboard；By longitudinal rib plate and
Cross rib plate intersect vertically constitute rib mesh in be filled with flexible material.
In aforementioned eversion type close rib energy dissipation type underground pipe gallery, the described medial surface of wallboard up and down and cuboid framework
Medial surface concordant.
In aforementioned eversion type close rib energy dissipation type underground pipe gallery, the medial surface of described lower wall panels is provided with one section higher than inner side
The inclined plane in face, the width of inclined plane forms rhone less than the width of lower wall panels, the lowest side in inclined plane.
In aforementioned eversion type close rib energy dissipation type underground pipe gallery, the inner side of described left wall plate and right wallboard is provided with cantilevered
Line holder, cantilevered line holder is provided with small diameter pipeline；The inclined plane of lower wall panels is provided with pedestal line holder,
Pedestal line holder is provided with larger diameter pipeline.
In aforementioned eversion type close rib energy dissipation type underground pipe gallery, described cantilevered line holder and pedestal line holder
It is arranged on unit piping lane two ends near cuboid framework port.
In aforementioned eversion type close rib energy dissipation type underground pipe gallery, described unit piping lane is the overall knot of one-time-concreting molding
Structure；Wherein, the spacing between left and right wallboard and upper lower wall panels is 500～700mm, between spacing and the cross rib plate between longitudinal rib plate
Spacing not less than 100 mm.
Compared with prior art, this utility model utilizes the overall mechanical property of close rib post frame with the sheet panel and flexible material to inhale
Receive the energy of rock and soil pressure transmission, under the conditions of not affecting construction speed, decrease the material of former box underground pipe gallery slab
Material, saves construction investment, improves stock utilization, subtracted the waste of few resource, meets the spiritual requirement that national energy-saving reduces discharging.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
Fig. 2 is the structural representation of rectangular frame；
Fig. 3 is wallboard position view on rectangular frame；
Fig. 4 is the schematic diagram being equipped with pipeline in piping lane；
Fig. 5 is the schematic cross-sectional view in Fig. 4 in the middle of unit piping lane.
Figure is labeled as: 1-unit piping lane, 2-cuboid framework, 3-bolt hole, 4-stay bolt, 5-expansion joint, 6-online
Mesh, 9-lower wall panels, the left mesh of 10-, 11-left wall plate, the right mesh of 12-, the right wallboard of 13-, 14-longitudinal rib under hole, 7-wainscot, 8-
Plate, 15-cross rib plate, 16-rib mesh, 17-flexible material, 18-inclined plane, 19-rhone, 20-cantilevered line holder, 21-
Small diameter pipeline, 22-pedestal line holder, 23-larger diameter pipeline.
Detailed description of the invention
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings, but not as new to this practicality
Any restriction of type.
Embodiment
A kind of eversion type close rib energy dissipation type underground pipe gallery, as Figure 1-5: described piping lane is connected by multiple roads tail
Unit piping lane 1 is constituted, and unit piping lane 1 includes that cuboid framework 2, cuboid framework 2 two ends are equipped with one group of bolt hole 3, adjacent
Cuboid framework 2 connects and composes piping lane through stay bolt 4；Piping lane is provided with an expansion joint 5 at interval of about 20 meters；Such as Fig. 2 and 3 institute
Show, in the upper mesh 6 of cuboid framework 2, be provided with wainscot 7, in the lower mesh 8 of cuboid framework 2, be provided with lower wall panels 9, cuboid
It is provided with left wall plate 11 in the left mesh 10 of framework 2, in the right mesh 12 of cuboid framework 2, is provided with right wallboard 13；Wall up and down
The longitudinal rib plate 14 and cross rib plate 15 intersected in length and breadth it is equipped with outside plate；By the longitudinal rib plate 14 along pipeline direction and crosscutting pipeline side
To cross rib plate 15 intersect vertically constitute rib mesh 16 in be filled with flexible material 17, flexible material 17 can absorb rock-soil pressure
The energy of power transmission, can reduce the rock and soil pressure effect to thin plate effectively.Wallboard medial surface and cuboid framework 2 up and down
Medial surface concordant, to guarantee that piping lane inwall is as burnishing surface.The medial surface of lower wall panels 9 is provided with one section of inclined plane higher than medial surface
18, the width of inclined plane 18 forms rhone 19 less than the width of lower wall panels 9, the lowest side in inclined plane 18, can make piping lane
Infiltration is discharged by rhone.As shown in Figure 4, in order to see the pipeline deployment scenarios in pipe, Fig. 4 eliminates a joint unit
Piping lane 1, during actual enforcement, unit piping lane 1 is a section linking together.The inner side of left wall plate 11 and right wallboard 13 sets
Cantilevered line holder 20, cantilevered line holder 20 is had to be provided with small diameter pipeline 21；Set in the inclined plane 18 of lower wall panels 9
Pedestal line holder 22, pedestal line holder 22 is had to be provided with larger diameter pipeline 23.Cantilevered line holder 20 and
A seating line holder 22 is arranged on unit piping lane 1 two ends near cuboid framework 2 port.Port due to unit piping lane 1
Thickness is thicker, can bear bigger gravity.Unit piping lane 1 is the overall structure of one-time-concreting molding；Wherein, left and right wallboard is with upper and lower
Spacing between wallboard is 500～700mm, and the spacing between spacing and cross rib plate 15 between longitudinal rib plate 14 is not less than 100
mm。
Claims (6)
1. an eversion type close rib energy dissipation type underground pipe gallery, it is characterised in that: the list that described piping lane is connected by multiple roads tail
Unit's piping lane (1) is constituted, and unit piping lane (1) includes that cuboid framework (2), cuboid framework (2) two ends are equipped with one group of bolt hole
(3), adjacent cuboid framework (2) connects and composes piping lane through stay bolt (4)；Piping lane is provided with an expansion joint at interval of about 20 meters
(5)；It is provided with wainscot (7) in the upper mesh (6) of cuboid framework (2), is provided with down in the lower mesh (8) of cuboid framework (2)
Wallboard (9), is provided with left wall plate (11) in the left mesh (10) of cuboid framework (2), in the right mesh (12) of cuboid framework (2)
It is provided with right wallboard (13)；The longitudinal rib plate (14) and cross rib plate (15) intersected in length and breadth it is equipped with up and down outside wallboard；By longitudinal rib
Plate (14) and cross rib plate (15) intersect vertically constitute rib mesh (16) in be filled with flexible material (17).
Eversion type close rib energy dissipation type underground pipe gallery the most according to claim 1, it is characterised in that: described wall up and down
Plate medial surface is concordant with the medial surface of cuboid framework (2).
Eversion type close rib energy dissipation type underground pipe gallery the most according to claim 2, it is characterised in that: described lower wall panels (9)
Medial surface be provided with one section of inclined plane (18) higher than medial surface, the width of inclined plane (18) less than the width of lower wall panels (9),
The lowest side of inclined plane (18) forms rhone (19).
Eversion type close rib energy dissipation type underground pipe gallery the most according to claim 3, it is characterised in that: described left wall plate (11)
Being provided with cantilevered line holder (20) with the inner side of right wallboard (13), cantilevered line holder (20) is provided with small diameter pipeline
(21)；The inclined plane (18) of lower wall panels (9) is provided with pedestal line holder (22), and pedestal line holder (22) is provided with relatively
Big inch line (23).
Eversion type close rib energy dissipation type underground pipe gallery the most according to claim 4, it is characterised in that: described cantilevered pipeline
Support (20) and pedestal line holder (22) are arranged on unit piping lane (1) two ends near cuboid framework (2) port.
Eversion type close rib energy dissipation type underground pipe gallery the most according to claim 5, it is characterised in that: described unit piping lane
(1) it is the overall structure of one-time-concreting molding；Wherein, the spacing between left and right wallboard and upper lower wall panels is 500～700mm, vertical
The spacing between spacing and cross rib plate (15) between floor (14) is not less than 100 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620705521.1U CN205804406U (en) | 2016-07-06 | 2016-07-06 | A kind of eversion type close rib energy dissipation type underground pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620705521.1U CN205804406U (en) | 2016-07-06 | 2016-07-06 | A kind of eversion type close rib energy dissipation type underground pipe gallery |
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| Publication Number | Publication Date |
|---|---|
| CN205804406U true CN205804406U (en) | 2016-12-14 |
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| CN201620705521.1U Active CN205804406U (en) | 2016-07-06 | 2016-07-06 | A kind of eversion type close rib energy dissipation type underground pipe gallery |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366258A (en) * | 2017-08-31 | 2017-11-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Using Precast Gallery structure and implementation method in the RCCD snapped connection |
-
2016
- 2016-07-06 CN CN201620705521.1U patent/CN205804406U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107366258A (en) * | 2017-08-31 | 2017-11-21 | 中国电建集团贵阳勘测设计研究院有限公司 | Using Precast Gallery structure and implementation method in the RCCD snapped connection |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |