CN106320376A - Pipe gallery - Google Patents
Pipe gallery Download PDFInfo
- Publication number
- CN106320376A CN106320376A CN201610931095.8A CN201610931095A CN106320376A CN 106320376 A CN106320376 A CN 106320376A CN 201610931095 A CN201610931095 A CN 201610931095A CN 106320376 A CN106320376 A CN 106320376A
- Authority
- CN
- China
- Prior art keywords
- wall
- column
- piping lane
- jurisdiction
- face
- 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
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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
-
- 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)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a pipe gallery. The pipe gallery comprises a top surface, a bottom surface and a pipe section positioned between the top surface and the bottom surface, wherein the pipe section comprises a first wall body, a second wall body and combination pillars; and the combination pillars are arranged between the first wall body and the second wall body in a clamping manner. According to the pipe gallery, the integral strength of the pipe section and the pipe gallery and the integral waterproof effect of the pipe gallery can be effectively improved.
Description
Technical field
The present invention relates to building engineering field, particularly a kind of piping lane.
Background technology
Piping lane is the main place of pipe laying, is usually located at underground, and piping lane sidewall is referred to as section of jurisdiction, it is common that prefabricated wall
Body, at the top board being arranged above cast-in-site of body of wall, lower section is cast-in-place base plate.Existing piping lane section of jurisdiction generally includes two panels interval
The body of wall of arrangement, is placed with the multiple tracks reinforcing bar that transverse and longitudinal is staggered between two panels body of wall, then become complete prefabricated with concreting
Piping lane section of jurisdiction.The piping lane unit that cast-in-place top board, base plate and section of jurisdiction composition is complete, the piping lane unit of multiple continuous splicings is final
Constitute complete piping lane.But, existing this prefabricated piping lane has following defects that
1, the intensity of section of jurisdiction wall body structure is poor；
2, the problem of the problem or construction technology owing to pouring material itself, concrete easily produces in casting process
Bubble, is difficult to be discharged, and can form many pits, affect prefabricated pipe section end product quality after having poured.
Summary of the invention
It is an object of the invention to provide the piping lane that a kind of intensity is high.
To achieve these goals, a kind of piping lane that the present invention provides, including end face, bottom surface and be positioned at end face and bottom surface
Between section of jurisdiction, described section of jurisdiction includes
First body of wall, the second body of wall and column；
Described column is folded between the first body of wall and the second body of wall.
Alternatively and preferably, the quantity of described column is at least two, between each column in parallel to each other in
Every arrangement.
Alternatively and preferably, the quantity of described column is at least three.
Alternatively and preferably, the quantity of described column is three, and three columns are at the first body of wall and the second body of wall
Between distinguish position along the width parallel arrangement of the first body of wall and the second body of wall, two of which column in the space that formed
In the two ends in described space, a column is positioned at the centre in described space.
Alternatively and preferably, the lower end of described column has the bubble produced when casting concrete and by body of wall
Bottom is linked to be the flow-guiding structure of entirety.
Alternatively and preferably, described flow-guiding structure includes that two extend shape obliquely from column lower end along column
The guide face become, the bottom linking of two guide faces and the lower limb with the first body of wall and the second body of wall leave distance, for mixed
Solidifying soil passes through.
Alternatively and preferably,
Two described guide faces upwardly extend along column according to fixing slope, and the bottom of two guide faces is with sharply
Mode be connected, thus form V-type flow-guiding structure, or
Two described guide faces upwardly extend along column according to the slope of change, and the bottom of two guide faces is with smooth
Mode be connected, thus form U-shaped flow-guiding structure.
Alternatively and preferably, the lower limb of the bottom of described column and the first body of wall and the second body of wall all leave away from
From.
Alternatively and preferably, the edge of described first body of wall and the second body of wall is equipped with for docking with other bodies of wall
Breach.
Alternatively and preferably, described bottom surface is arranged over for grouting and/or the through hole of aerofluxus.
A kind of piping lane that the present invention provides, including end face, bottom surface and the section of jurisdiction between end face and bottom surface, described section of jurisdiction
Including the first body of wall, the second body of wall and column；Described column is folded between the first body of wall and the second body of wall.Pouring
After, column, the first body of wall, the second body of wall and reinforcing bar are combined together, and column can give the first body of wall and the second body of wall
There is provided and support, improve the bulk strength of piping lane.
Accompanying drawing explanation
The schematic front view of a kind of piping lane that Fig. 1 is provided by the embodiment of the present invention 1；
The schematic top plan view of a kind of piping lane that Fig. 2 is provided by the embodiment of the present invention 1；
The schematic side view of a kind of piping lane that Fig. 3 is provided by the embodiment of the present invention 1；
The schematic front view of a kind of piping lane that Fig. 4 is provided by the embodiment of the present invention 2；
The schematic top plan view of a kind of piping lane that Fig. 5 is provided by the embodiment of the present invention 2；
The schematic side view of a kind of piping lane that Fig. 6 is provided by the embodiment of the present invention 2；
The schematic front view of a kind of piping lane that Fig. 7 is provided by the embodiment of the present invention 3；
The schematic top plan view of a kind of piping lane that Fig. 8 is provided by the embodiment of the present invention 3；
The schematic side view of a kind of piping lane that Fig. 9 is provided by the embodiment of the present invention 3；
The schematic diagram of a kind of piping lane emargintion that Figure 10 is provided by various embodiments of the present invention.
In figure:
1-the first body of wall；2-the second body of wall；3-column；4-guide face；5-breach；6-cast-in-place wall region；The cast-in-place top of 7-
Face；The prefabricated end face of 8-；9-bottom surface；10-through hole；11-rigid waterproof layer；12-Cast-in-situ Beam；The cast-in-place post of 13-；14-section of jurisdiction；15-is pre-
Making sheet.
Detailed description of the invention
In order to make those skilled in the art be more fully understood that the present invention program, below in conjunction with the accompanying drawings and detailed description of the invention
The present invention is described in further detail.
Embodiment 1
Refer to Fig. 1-3, a kind of piping lane that the embodiment of the present invention 1 provides, including end face, bottom surface 9 and be positioned at end face and
Section of jurisdiction 14 between bottom surface 9.Wherein end face includes prefabricated end face 8 and cast-in-place end face 7, and bottom surface 9 also forms for cast in situs.Section of jurisdiction
14 form for prefabricated.It is arranged over through hole 10 in bottom surface 9, is used for discharging bubble and for being in the milk.The precoated plate up and down of piping lane
There is Figure of eight structure, more preferable stressed effect can be played.Section of jurisdiction 14 includes two panels body of wall, the i.e. first body of wall 1 and the second body of wall 2,
The reinforcing bar that transverse and longitudinal is staggered it is provided with between first body of wall 1 and the second body of wall 2.Horizontal reinforcing bar is from the first body of wall 1 and the second wall 2 body
(state poured due to Fig. 1 position, therefore the reinforcing bar in figure is the most not shown) is stretched out at two ends, for and neighbouring piping lane section of jurisdiction
Transverse steel colligation combines.Section of jurisdiction 14 also includes column 3, and column 3 is folded in both by the first body of wall 1 and the second body of wall 2
Between.The i.e. one side of column 3 is fitted with the inner surface of the first body of wall 1, the inner surface patch of relative another side and the second body of wall 2
Close.Horizontal reinforcing bar is also through column.When pouring, concrete fill up between the first body of wall 1 and the second body of wall 2 formed show
Water wall zone 6 so that first body of wall the 1, second body of wall 2, column 3 and reinforcing bar form overall structure.Owing to column 3 is to first
Body of wall 1 and the supporting role of the second body of wall 2, can improve the bulk strength of body of wall.Second body of wall 2 (being positioned at the body of wall of inner side)
Highly less than the height of the first body of wall 1, to form ledge structure, it is overlapped on above for casting top slab.
The quantity of column 3 can be adjusted flexibly according to the first body of wall 1 and the width of the second body of wall 2 and the requirement to intensity
Whole, preferably select two columns, be arranged in abreast between the first body of wall 1 and the second body of wall 2, more preferably use
Article at least three, column, intensity is higher, in the present embodiment, arranges abreast in the space between the first body of wall 1 and the second body of wall 2
Three columns 3 of cloth, the direction of arrangement is to arrange along the width of the first body of wall 1 and the second body of wall 2.Two of which
Column is positioned at the two ends in described space, and a column is positioned at the middle in space, so equal at the two ends of body of wall and middle part
Define support, intensity height and uniform force.The section of jurisdiction provided due to the embodiment of the present invention is to need vertically when pouring construction
Placing, be therefore referred to as on vertical limit " high " of body of wall, the limit of level is referred to as " wide ", between the first body of wall 1 and the second body of wall 2
The space length formed is referred to as " thick " in this space.
In the casting process of concrete, meeting is because of the defect of material itself, or the reason of the defect of casting craft produces
Bubble, if these bubbles can not be discharged in time, will remain in concrete surface, and a small amount of bubble can affect U.S. of body of wall
Seeing, substantial amounts of bubble can affect the durability of concrete, and concrete is also required to after pouring make body of wall form overall knot in addition
Structure.In order to solve this problem, further, the lower end of column 3 has flow-guiding structure, for discharging the bubble in concrete
And promoting that concrete flows freely in column both sides so that overall structure can be formed at body of wall bottom.Flow-guiding structure can be
Multiple, such as, described flow-guiding structure can include two guide faces, and these two guide faces are from the bottom of column 3 the most tiltedly
Upwardly extending formation, so can discharge from the both sides of column 3 by bubble, row's bubble efficiency is high and bubbly flow is uniform.?
One preferred embodiment in, two guide faces 4 extend from column 3 bottom obliquely with fixing slope, and guide face 4
Bottom transition in the way of sharp-pointed, form broken line type transition wire, the most on the whole, two guide faces 4 constitute V-shape knot
Structure, the effect of such aerofluxus bubble is more preferable.Additionally, guide face can also upwardly extend in column 3 both sides according to the slope of change
, forming smooth inclined-plane, the position of two guide face linkings is also smooth, i.e. formation U-shaped structure, but water conservancy diversion effect
Be not as good as V-structure.
When use a plurality of column time, these columns together with horizontal reinforcing bar in the first body of wall 1 and the second body of wall 2
Define the structure of similar " H " type, and guide face 4 defines " V " type structure, the most under this embodiment, the present invention
The piping lane that embodiment provides is properly termed as again " H-V type section of jurisdiction piping lane " or " H-V system ".When guide face defines U-shape structure
Time, then can be described as " H-U type section of jurisdiction piping lane ".Whole piping lane is referred to as HUV system.
After being placed on by column between the first body of wall 1 and the second body of wall 2, when pouring, concrete material can be at the first wall
Flow in the space of body 1 and the second body of wall 2, in a preferred embodiment, the bottom of column and the first body of wall 1 and second
The lower limb of body of wall 2 all remains with a certain distance d, and this is to ensure that castable can be at the space that this distance D-shaped becomes
Circulation is realized, it is ensured that the concrete bodies poured forms an entirety, and intensity is higher, it is to avoid column in the both sides of column 3
Define obstruct when concreting, hinder bubble to discharge, thus ensure that closely knit waterproof effect.Such as, at the V used
In the case of type flow-guiding structure, the bottom of flow-guiding structure is the bottom of column 3, and it is with the first body of wall 1 with the second body of wall 2
Lower limb all remains with distance d.
First body of wall 1 is concordant with the edge of the second body of wall 2, and i.e. two area equation and perspective plane coincide together.
Adjacent section of jurisdiction 14 is after docking, often because docking the most sternly produces crack.In order to feasible region property is waterproof, first
The edge of body of wall 1 and the second body of wall 2 is equipped with the breach 5 for docking with other bodies of wall, after wall body structure docks, is lacking
Smearing mortar at mouth 5 to tamp, prevent crack from occurring, the shape of breach 5 does not limits, and can be specifically L-type (as shown in Figure 10).Many deferents
After sheet 14 connects, crossover position can also pour into waterproof mortar each other, forms rigid waterproof layer 11.
The piping lane of the present embodiment 1 is single piping lane, only one gallery.
Embodiment 2
Refer to Fig. 4-6, the present embodiment and the difference of embodiment 1 are that piping lane is double gallery structures, i.e. end face and bottom surface
Between have three sections of jurisdiction, road 14, twice section of jurisdiction is sidewall, and one section of jurisdiction 14 is positioned at centre, is separated into two gallerys, and each gallery is also
Including section of jurisdiction 14, cast-in-place end face 7, prefabricated end face 8 and bottom surface 9.Its section of jurisdiction 14 is also mainly by first body of wall the 1, second body of wall 2 and folder
Constitute at middle column 3.
Embodiment 3
Refer to Fig. 7-9, the piping lane of the present embodiment is with the difference of embodiment 2, and middle section of jurisdiction replaces with Cast-in-situ Beam
12 and the combinative structure of cast-in-place post 13, in large-scale gallery system, gallery also includes section of jurisdiction 14, cast-in-place end face 7, prefabricated end face
8 and bottom surface 9, its section of jurisdiction 14 is also mainly made up of first body of wall the 1, second body of wall 2 and the column 3 being clipped in the middle.Additionally, it is cast-in-place
The side of beam 12 can also add precoated plate 15, improves intensity further.
Above a kind of piping lane provided by the present invention is described in detail.Specific case used herein is to this
Bright principle and embodiment are set forth, and the explanation of above example is only intended to help to understand that the core of the present invention is thought
Think.It should be pointed out that, for those skilled in the art, under the premise without departing from the principles of the invention, also may be used
So that the present invention is carried out some improvement and modification, these improve and modify in the protection domain also falling into the claims in the present invention.
Claims (10)
1. a piping lane, including end face, bottom surface and the section of jurisdiction between end face and bottom surface, it is characterised in that described section of jurisdiction
Including
First body of wall, the second body of wall and column；
Described column is folded between the first body of wall and the second body of wall.
Piping lane the most according to claim 1, it is characterised in that the quantity of described column is at least two, each column
Between in parallel to each other in being intervally arranged.
Piping lane the most according to claim 2, it is characterised in that the quantity of described column is at least three.
Piping lane the most according to claim 3, it is characterised in that the quantity of described column is three, three columns exist
Along the width parallel arrangement of the first body of wall and the second body of wall in the space formed between first body of wall and the second body of wall, its
In two columns lay respectively at the two ends in described space, a column is positioned at the centre in described space.
Piping lane the most according to claim 1, it is characterised in that the lower end of described column have for discharge pour coagulation
The bubble produced during soil and the flow-guiding structure that body of wall bottom is linked to be entirety.
Piping lane the most according to claim 5, it is characterised in that described flow-guiding structure include two from column lower end along
Column extends the guide face of formation obliquely, the linking of the bottom of two guide faces and following with the first body of wall and the second body of wall
Edge leaves distance, passes through for concrete.
Piping lane the most according to claim 6, it is characterised in that
Two described guide faces upwardly extend along column according to fixing slope, and the bottom of two guide faces is with sharp-pointed side
Formula is connected, thus forms V-type flow-guiding structure, or
Two described guide faces upwardly extend along column according to the slope of change, and the bottom of two guide faces is with smooth side
Formula is connected, thus forms U-shaped flow-guiding structure.
8. according to the arbitrary described piping lane of claim 1-7, it is characterised in that the bottom of described column and the first body of wall and the
The lower limb of two bodies of wall all leaves distance.
9. according to the arbitrary described piping lane of claim 1-7, it is characterised in that the edge of described first body of wall and the second body of wall is equal
It is provided with the breach for docking with other bodies of wall.
10. according to the arbitrary described piping lane of claim 1-7, it is characterised in that described bottom surface be arranged over for grouting and/or
The through hole of aerofluxus.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610931095.8A CN106320376A (en) | 2016-10-31 | 2016-10-31 | Pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610931095.8A CN106320376A (en) | 2016-10-31 | 2016-10-31 | Pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106320376A true CN106320376A (en) | 2017-01-11 |
Family
ID=57819267
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610931095.8A Pending CN106320376A (en) | 2016-10-31 | 2016-10-31 | Pipe gallery |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106320376A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638672A (en) * | 2017-02-16 | 2017-05-10 | 中国十七冶集团有限公司 | Construction method capable of effectively reducing concrete forming bubbles of pipe rack haunched area |
| CN108049318A (en) * | 2018-02-02 | 2018-05-18 | 湖北宇辉中工建筑产业化有限公司 | Composite entity assembling overlapping box culvert and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH093938A (en) * | 1995-06-20 | 1997-01-07 | Tokyo Gas Co Ltd | Method for constructing underground construction inside frozen soil |
| JPH11229418A (en) * | 1998-02-10 | 1999-08-24 | Kubota Corp | Underground water recharge method in earth-retaining wall composed of steel pipe column row |
| CN201908374U (en) * | 2010-12-17 | 2011-07-27 | 张建兴 | Novel building wall with mixed-building structure |
| CN102433958A (en) * | 2011-12-12 | 2012-05-02 | 中冶建工集团有限公司 | Prefabricated wall board construction member |
| CN204326299U (en) * | 2014-09-19 | 2015-05-13 | 昆明理工大学 | The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened |
| CN104963431A (en) * | 2015-07-17 | 2015-10-07 | 南通德源建设工程科技有限公司 | Corner structural column construction method |
| CN204898941U (en) * | 2015-08-12 | 2015-12-23 | 文登蓝岛建筑工程有限公司 | Wall structure |
| CN205077718U (en) * | 2015-09-29 | 2016-03-09 | 北京宏宇地科贸有限公司 | Prefabricated wallboard of H type |
| CN105971007A (en) * | 2016-03-30 | 2016-09-28 | 阜阳金谷快宜居住工科技有限公司 | Split type non-formwork pouring underground comprehensive pipe gallery |
-
2016
- 2016-10-31 CN CN201610931095.8A patent/CN106320376A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH093938A (en) * | 1995-06-20 | 1997-01-07 | Tokyo Gas Co Ltd | Method for constructing underground construction inside frozen soil |
| JPH11229418A (en) * | 1998-02-10 | 1999-08-24 | Kubota Corp | Underground water recharge method in earth-retaining wall composed of steel pipe column row |
| CN201908374U (en) * | 2010-12-17 | 2011-07-27 | 张建兴 | Novel building wall with mixed-building structure |
| CN102433958A (en) * | 2011-12-12 | 2012-05-02 | 中冶建工集团有限公司 | Prefabricated wall board construction member |
| CN204326299U (en) * | 2014-09-19 | 2015-05-13 | 昆明理工大学 | The antidetonation adobe wall that a kind of steel concrete sleeper and dark beam are strengthened |
| CN104963431A (en) * | 2015-07-17 | 2015-10-07 | 南通德源建设工程科技有限公司 | Corner structural column construction method |
| CN204898941U (en) * | 2015-08-12 | 2015-12-23 | 文登蓝岛建筑工程有限公司 | Wall structure |
| CN205077718U (en) * | 2015-09-29 | 2016-03-09 | 北京宏宇地科贸有限公司 | Prefabricated wallboard of H type |
| CN105971007A (en) * | 2016-03-30 | 2016-09-28 | 阜阳金谷快宜居住工科技有限公司 | Split type non-formwork pouring underground comprehensive pipe gallery |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106638672A (en) * | 2017-02-16 | 2017-05-10 | 中国十七冶集团有限公司 | Construction method capable of effectively reducing concrete forming bubbles of pipe rack haunched area |
| CN106638672B (en) * | 2017-02-16 | 2018-08-10 | 中国十七冶集团有限公司 | A kind of construction method effectively reducing piping lane haunch area concrete formation bubble |
| CN108049318A (en) * | 2018-02-02 | 2018-05-18 | 湖北宇辉中工建筑产业化有限公司 | Composite entity assembling overlapping box culvert and construction method |
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Application publication date: 20170111 |
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| RJ01 | Rejection of invention patent application after publication |