CN107354957A - A kind of pipe gallery and its construction method - Google Patents
A kind of pipe gallery and its construction method Download PDFInfo
- Publication number
- CN107354957A CN107354957A CN201710792455.5A CN201710792455A CN107354957A CN 107354957 A CN107354957 A CN 107354957A CN 201710792455 A CN201710792455 A CN 201710792455A CN 107354957 A CN107354957 A CN 107354957A
- Authority
- CN
- China
- Prior art keywords
- plate
- laid
- corrugated sheet
- cavity
- rectangular
- 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.)
- Granted
Links
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
- E02D29/10—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 invention discloses a kind of pipe gallery and its construction method, rectangular base plate of the pipe gallery including horizontal layout, the parallel rectangular-shaped top plate being laid in above rectangular base plate and two are respectively perpendicular the corrugation faced wall being laid between rectangular base plate and rectangular-shaped top plate, and two corrugation faced walls are in symmetrical laying and are laid in the left side and right side of rectangular base plate respectively；The rectangular base plate, rectangular-shaped top plate and two corrugation faced wall enclosings go out a piping lane passage.The construction method includes step 1：Foundation ditch where construction piping lane is excavated；Step 2：Sheet material is assembled；Step 3：Concreting；Step 4：Foundation ditch backfills.The side wall of pipe gallery of the present invention serves the effect of constructional column by using corrugation faced wall, the bossing of corrugation faced wall.The construction method of pipe gallery of the present invention, concreting is carried out at the scene, avoid between piping lane section and splicing seams occur.
Description
Technical field
The invention belongs to pipe gallery technical field of construction, more particularly to a kind of pipe gallery and its construction method.
Background technology
The pipe gallery technology in China is mainly cast-in-place structural and precast construction at present, and wherein cast-in-place structural is using tradition
Mode is built in room, and technological process is reinforcing bar colligation, formwork, pours and vibrate, and its material is mainly reinforcing bar and concrete, and its feature is,
Generally existing long construction period, resource consumption are influenceed greatly, by weather, and notable, big to surrounding enviroment destructive power and construction quality is not easy
The problems such as guarantee.Precast construction is that pipe gallery is carried out into segmentation prefabrication, then is transported to job site and carried out by transport vehicle
Assembling, its material is mainly reinforcing bar and concrete, and its feature is easy for construction, short construction period, but splicing seams are more, and scene is spelled
Fill high technical difficulty and joint waterproofing complex process and its tonnage is larger, shipping height is limited transportation and had difficulties.
The content of the invention
In view of the above-mentioned deficiencies in the prior art, the technical problem to be solved by the present invention is that provide a kind of integrated pipe
Corridor, the side wall of the pipe gallery are the corrugation faced wall formed using fill concrete in corrugation compoboard, in corrugation compoboard
The symmetrical concrete structure for laying the cylinder cavity filling that two pieces of trough plates are formed, serves the effect of constructional column, adds pipe
The stability of corridor.Present invention also offers a kind of construction method of above-mentioned pipe gallery, using sheet material is prefabricated in advance, concrete is existing
The mode that field pours is constructed；Prefabricated panels, light weight are readily transported and Assembling, carry out concreting at the scene, keep away
Exempt from splicing seams occur between piping lane section, additionally by prefabricated panels, need to only have been assembled at the construction field (site), you can pour mixed
Solidifying soil, avoids reinforcing bar colligation and formwork, improves efficiency of construction.
In order to solve the above technical problems, the technical solution adopted by the present invention is：A kind of pipe gallery, it is characterised in that：Bag
Include the rectangular base plate of horizontal layout, the parallel rectangular-shaped top plate being laid in above rectangular base plate and two are respectively perpendicular and are laid in rectangle
Corrugation faced wall between bottom plate and rectangular-shaped top plate, two corrugation faced walls are in symmetrical laying and are laid in rectangular base respectively
The left side and right side of plate；The rectangular base plate, rectangular-shaped top plate and two corrugation faced wall enclosings go out a piping lane passage；The pipe
The cross section of corridor passage is square-section；
Each described corrugation faced wall includes corrugation compoboard, and the corrugation compoboard is by the inner side watt symmetrically laid
Stupefied plate and outside corrugated sheet are formed, and the inner side corrugated sheet and outside corrugated sheet are square wave corrugated sheet, a rectangle
Ripple corrugated sheet is formed by multiple structure identical corrugated sheet assembly pieces are assembled, and each corrugated sheet assembly piece includes multiple
A strip plate is laid with rear side of the trough plate of setting, each trough plate, multiple strip plates are laid in together
On one perpendicular, multiple trough plates are laid on same perpendicular；In one corrugation faced wall two it is symmetrical
Cavity between the strip plate of laying is wall cavity, in a corrugation faced wall between two trough plates symmetrically laid
Cavity be cylinder cavity；The wall cavity is connected with the cylinder cavity, multiple wall cavities and multiple described
Cylinder cavity constitutes side wall cavity, and side wall concrete structure is filled with the side wall cavity.
A kind of above-mentioned pipe gallery, it is characterised in that：The bottom corrugated sheet of the rectangular base plate including horizontal layout and
The parallel horizonal base plate being laid in above the corrugated sheet of bottom, two corrugation faced walls are respectively perpendicular and are laid in bottom corrugated sheet
Left side and right side on, the horizonal base plate is laid between two inner side corrugated sheets, the both sides of the horizonal base plate point
It is not close on two inner side corrugated sheets, the cavity between the bottom corrugated sheet and horizonal base plate is bottom plate cavity, institute
State bottom plate cavity to connect with the side wall cavity, underplate concrete structure is filled with the bottom plate cavity.
A kind of above-mentioned pipe gallery, it is characterised in that：Offered on the horizonal base plate and pour peep hole.
A kind of above-mentioned pipe gallery, it is characterised in that：The hole that closure pours peep hole is laid with the horizonal base plate
Lid.
A kind of above-mentioned pipe gallery, it is characterised in that：One is laid with the madial wall of each inner side corrugated sheet
Group fastener, one group of fastener on an inner side corrugated sheet and one group of fastener on another described inner side corrugated sheet
Symmetrical to lay, fastener described in two groups is laid in same level and positioned at the upside of the horizonal base plate, card described in every group
Fastener is made up of multiple mountain type fasteners laid along straight uniform, and the lower end of each mountain type fastener is consolidated with horizonal base plate
Fixed connection.
A kind of above-mentioned pipe gallery, it is characterised in that：One is laid with front side of each corrugated sheet assembly piece
Connecting plate, the strip plate on rear side of a corrugated sheet assembly piece lead to the connecting plate another described on front side of corrugated sheet assembly piece
Bolt connection is crossed, elastic rubber gasket is laid between the connecting plate and the strip plate.
A kind of above-mentioned pipe gallery, it is characterised in that：The rectangular-shaped top plate is corrugated sheet, and the rectangular-shaped top plate fixes peace
Between the top of two inner side corrugated sheets, the width of the rectangular-shaped top plate is less than between two outside corrugated sheets
Spacing；The upside of the rectangular-shaped top plate is top plate cavity, and the top plate cavity is connected with the side wall cavity, the top plate
Cavity, side wall cavity and bottom plate cavity form coagulation provincialism, and concrete roof structure is filled with the top plate cavity.
A kind of above-mentioned pipe gallery, it is characterised in that：The inner side corrugated sheet, outside corrugated sheet, bottom corrugated sheet, water
Flat underside and rectangular-shaped top plate are made by steel plate.
A kind of method constructed to above-mentioned pipe gallery provided by the invention, it is characterised in that this method include with
Lower step：
Step 1：Preparation of construction：Foundation ditch where construction piping lane is excavated；
Step 2：Sheet material is assembled：
Comprise the following steps：
Step 201, the bottom of foundation ditch excavated in step 1 laying bottom corrugated sheet；
The corrugation compoboard of right angle setting two in step 202, the bottom corrugated sheet laid in step 201, each
Lay a side wall plugging plate in the front-end and back-end of the side wall cavity；
Step 203, horizonal base plate is installed between the mounted two inner side corrugated sheets in step 202, in institute
Lay a bottom plate plugging plate in the front-end and back-end for stating bottom plate cavity；
Step 204, in step 203 at the top of the mounted two inner side corrugated sheets between rectangular-shaped top plate is installed；
Step 3：Concreting：The casting concrete into the coagulation provincialism；
Step 4：Foundation ditch backfills：After the concrete final set poured in step 3, foundation ditch backfill is carried out.
The present invention has advantages below compared with prior art：
1st, the corrugation faced wall that the side wall of piping lane of the present invention is formed using fill concrete in corrugation compoboard, corrugation
The concrete structure filled in compoboard in the symmetrical cylinder cavity laid two pieces of trough plates and formed, serve the work of constructional column
With adding the stability of piping lane.
2nd, during piping lane of the present invention construction, using sheet material is prefabricated in advance, being constructed by the way of concrete cast in situs forms,
Prefabricated panels, light weight are readily transported and Assembling, poured at the scene, avoid and spell between piping lane section
Seam.
3rd, during piping lane construction of the present invention, by prefabricated panels, need to only be assembled at the construction field (site), you can pour mixed
Solidifying soil, avoids reinforcing bar colligation and formwork, improves efficiency of construction.
In summary, the side wall of pipe gallery of the present invention is the corrugation group formed using fill concrete in corrugation compoboard
Wall is closed, the concrete structure for the cylinder cavity filling that two pieces of trough plates are formed symmetrically is laid in corrugation compoboard, serves construction
The effect of post, add the stability of piping lane.The construction method of pipe gallery of the present invention, it is prefabricated in advance, mixed using sheet material
The mode that solidifying soil scene pours is constructed；Prefabricated panels, light weight are readily transported and Assembling, carry out concrete at the scene
Pour, avoid between piping lane section and splicing seams occur, additionally by prefabricated panels, need to only be assembled at the construction field (site), i.e.,
Can casting concrete, avoid reinforcing bar colligation and formwork, improve efficiency of construction.
Below by drawings and examples, technical scheme is described in further detail.
Brief description of the drawings
Fig. 1 is that pipe gallery of the present invention removes the structural representation after top concrete structure.
Fig. 2 is the cross-sectional structure schematic diagram of pipe gallery of the present invention.
Fig. 3 is the structural representation of corrugation faced wall in the present invention.
Fig. 4 is enlarged drawing at the A in Fig. 3.
Fig. 5 is flow chart of the method for the present invention.
Description of reference numerals:
1-rectangular base plate；1-1-bottom corrugated sheet；1-2-horizonal base plate；
1-3-pour peep hole；2-corrugation faced wall；2-1-inner side corrugated sheet；
2-2-outside corrugated sheet；3-rectangular-shaped top plate；4-angle steel；
5-mountain type fastener；6-steel plate spacer bar；7-side wall plugging plate；
8-bottom plate plugging plate；9-bolt；10-elastic rubber gasket；
11-side wall concrete structure；12-concrete roof structure；13-underplate concrete structure；
14-1-strip plate；14-2-trough plate.
Embodiment
A kind of pipe gallery as shown in Figure 1, Figure 2 and Figure 3, including the rectangular base plate 1 of horizontal layout, parallel it is laid in square
The rectangular-shaped top plate 3 of the top of shape bottom plate 1 and two are respectively perpendicular the corrugation being laid between rectangular base plate 1 and rectangular-shaped top plate 3 and combined
Wall 2, two corrugation faced walls 2 are in symmetrical laying and are laid in the left side and right side of rectangular base plate 1 respectively；The rectangular base
Plate 1, rectangular-shaped top plate 3 and two enclosings of corrugation faced wall 2 go out a piping lane passage；The cross section of the piping lane passage is cut for rectangle
Face；
Each described corrugation faced wall 2 includes corrugation compoboard, and the corrugation compoboard is by the inner side symmetrically laid
Corrugated sheet 2-1 and outside corrugated sheet 2-2 is formed, and the inner side corrugated sheet 2-1 and outside corrugated sheet 2-2 are square wave corrugation
Plate, a square wave corrugated sheet are formed by multiple structure identical corrugated sheet assembly pieces are assembled, and each corrugated sheet is spelled
Load includes multiple spaced trough plate 14-2, and a strip plate is laid with rear side of each trough plate 14-2
14-1, multiple strip plate 14-1 are laid on same perpendicular, and multiple trough plate 14-2 are laid in same vertical
In plane；Cavity in one corrugation faced wall between two strip plate 14-1 symmetrically laid is wall cavity, one
Cavity in the corrugation faced wall between two trough plate 14-2 symmetrically laid is cylinder cavity；The wall cavity and institute
State cylinder cavity to be connected, multiple wall cavities and multiple cylinder cavitys constitute side wall cavity, and the side wall is empty
Intracavitary is filled with side wall concrete structure 11.
Two side walls of the pipe gallery are two corrugation faced walls 2, and the corrugation faced wall 2 is by inner side corrugated sheet 2-1, outer
Side corrugated sheet 2-2 and be filled in inner side corrugated sheet 2-1 and outside corrugated sheet 2-2 between side wall concrete structure 11 form, it is interior
Side corrugated sheet 2-1 and outside corrugated sheet 2-2 is steel corrugated sheet, and the corrugation faced wall 2 of the pipe gallery has gathered steel watt
The anti-shear performance of stupefied plate and the load-bearing property of concrete so that no longer needed in the side wall work progress of the pipe gallery any
Reinforcing bar so that the side wall convenient and quick construction of the pipe gallery；The trough plate 14-2 parts of corrugation faced wall 2 serve constructional column
Effect, the stability of wall is improved, so as to add the stability of pipe gallery.
As depicted in figs. 1 and 2, in the present embodiment, the bottom corrugated sheet 1-1 of the rectangular base plate 1 including horizontal layout and
The parallel horizonal base plate 1-2 being laid in above the corrugated sheet 1-1 of bottom, two corrugation faced walls 2 are respectively perpendicular and are laid in bottom
On portion corrugated sheet 1-1 left side and right side, the horizonal base plate 1-2 is laid between two inner side corrugated sheet 2-1, described
Horizonal base plate 1-2 both sides are close on two inner side corrugated sheet 2-1 respectively, the bottom corrugated sheet 1-1 and horizontal base
Cavity between plate 1-2 is bottom plate cavity, and the bottom plate cavity connects with the side wall cavity, is filled with the bottom plate cavity
Underplate concrete structure 13.
The pipe gallery is used as piping lane bottom plate using the rectangular base plate 1, the advantage is that, the rectangular base plate 1 is the bottom of by
Portion corrugated sheet 1-1, horizonal base plate 1-2 and the coagulation local soil type that is cast between corrugated sheet 1-1 and horizonal base plate 1-2 are into bottom
The concrete structure 11 of filling, serves circle beam action, improves the shearing resistance of piping lane bottom plate in corrugated sheet 1-1 bossing
Shear force, so as to improve the stability of piping lane.The bottom plate cavity connects with the side wall cavity, makes filling in bottom plate cavity
Concrete structure 11 and the concrete structure 11 of filling in the side wall cavity connect as one, and help to increase the stabilization of piping lane
Property.
As shown in figure 1, in the present embodiment, offered on the horizonal base plate 1-2 and pour peep hole 1-3.
As shown in figure 1, in the present embodiment, the port lid that closure pours peep hole 1-3 is laid with the horizonal base plate 1-2.
As shown in Fig. 2 in the present embodiment, one group of buckle is laid with each inner side corrugated sheet 2-1 madial wall
Part, one group of fastener on an inner side corrugated sheet 2-1 and one group of fastener on another described inner side corrugated sheet 2-1
Symmetrical to lay, fastener described in two groups is laid in same level and is located at the upside of the horizonal base plate 1-2, described in every group
Fastener is made up of multiple mountain type fasteners 5 laid along straight uniform, the lower end of each mountain type fastener 5 and horizontal base
Plate 1-2 is fixedly connected.Steel plate spacer bar 6 is laid with the downside of the horizonal base plate 1-2 to be supported.
It is shown as shown in Figure 1, Figure 3 and Figure 4, in the present embodiment, one is laid with front side of each corrugated sheet assembly piece
Connecting plate 15, the strip plate 14-1 on rear side of a corrugated sheet assembly piece and the company on front side of another described corrugated sheet assembly piece
Fishplate bar 15 is connected by bolt 9, and elastic rubber gasket 10 is laid between the connecting plate 15 and the strip plate 14-1.
During practice of construction, the corrugated sheet assembly piece prefabricated in advance, pass through spiral shell between two neighboring corrugated sheet assembly piece
Bolt 9 connects, to scene after assembly can form rectangular slab corrugated sheet, the corrugated sheet assembly piece small volume, process convenient transportation.
As shown in figure 1, in the present embodiment, the rectangular-shaped top plate 3 is corrugated sheet, and the rectangular-shaped top plate 3 is fixedly mounted on two
Between individual inner side corrugated sheet 2-1 top, the width of the rectangular-shaped top plate 3 be less than two outside corrugated sheet 2-2 it
Between spacing；The upside of the rectangular-shaped top plate 3 is top plate cavity, and the top plate cavity is connected with the side wall cavity, described
Top plate cavity, side wall cavity and bottom plate cavity form coagulation provincialism, and concrete roof structure 12 is filled with the top plate cavity.
By making rectangular-shaped top plate 3 be corrugated sheet, make in rectangular-shaped top plate 3 after casting concrete, the sunk part of corrugated sheet
In concrete serve load-bearing beam action.Make the structure of rectangular-shaped top plate 3 more stable, further increase the integrated pipe
The stability of corridor.The width of the rectangular-shaped top plate 3 is less than the spacing between two outside corrugated sheet 2-2；Make rectangular-shaped top plate 3
The concrete roof structure 12 of upper filling connects as one with the side wall concrete structure 11 in side wall cavity, helps to increase comprehensive
Close the stability of piping lane.
The inner side corrugated sheet 2-1, outside corrugated sheet 2-2, bottom corrugated sheet 1-1, horizonal base plate 1-2 and rectangular-shaped top plate 3
It is made by steel plate.
Rectangular-shaped top plate 3, corrugation faced wall 2 and the rectangular base plate 1 of the pipe gallery use steel and concrete structure, pipe gallery
Interior concrete structure connects as one, and the structure of pipe gallery is more stablized, usage time is longer, resistance to compression anti-shear ability
It is higher.
A kind of construction method of pipe gallery as shown in Figure 5, this method comprise the following steps：
Step 1：Foundation ditch where construction piping lane is excavated；
Step 2：Sheet material is assembled：
Comprise the following steps：
Step 201, the bottom of foundation ditch excavated in step 1 laying bottom corrugated sheet 1-1；
The corrugation compoboard of right angle setting two in step 202, the bottom corrugated sheet 1-1 laid in step 201, often
Lay a side wall plugging plate 7 in the front-end and back-end of the individual side wall cavity；
As shown in Fig. 2 in this step, the bottom corrugated sheet 1-1 is fixed with two outside corrugated sheet 2-2 by angle steel 4
Connection；Inner side corrugated sheet 2-1 and outside corrugated sheet 2-2 are connected by side wall plugging plate 7, two sides of the side wall plugging plate 7
Edge respectively with inner side corrugated sheet 2-1 and outside corrugated sheet 2-2 full welds；
Step 203, horizonal base plate 1- is installed in step 202 between the mounted two inner side corrugated sheet 2-1
2, lay a bottom plate plugging plate 8 in the front-end and back-end of the bottom plate cavity；
In this step, horizonal base plate 1-2 and bottom corrugated sheet 1-1 weld with the bottom plate plugging plate 8；
Step 204, in step 203 at the top of the mounted two inner side corrugated sheet 2-1 between rectangular-shaped top plate is installed
3；
The rectangular-shaped top plate 3 is after being overlapped between two inner side corrugated sheet 2-1 top, by square by way of spot welding
Shape top plate 3 is welded and fixed with two inner side corrugated sheet 2-1；
Step 3：Concreting：The casting concrete into the coagulation provincialism；First coagulation is poured to side wall cavity
Soil, until by pouring the outside grouts of peep hole 1-3, then blocked with the lid and pour peep hole 1-3, continue to pour mixed
Solidifying soil pours a layer concrete to completely described side wall cavity, the outside of the most backward rectangular-shaped top plate 3 is poured；
Step 4：Foundation ditch backfills：After the concrete final set poured in step 3, foundation ditch backfill is carried out.Set using meeting
The soil property that meter requires is backfilled, and the both sides of the pipe gallery symmetrically backfill, placement in layers, compaction in layers.
It is described above, only it is presently preferred embodiments of the present invention, not the present invention is imposed any restrictions, it is every according to the present invention
Any simple modification, change and the equivalent structure change that technical spirit is made to above example, still fall within skill of the present invention
In the protection domain of art scheme.
Claims (9)
- A kind of 1. pipe gallery, it is characterised in that：Rectangular base plate (1) including horizontal layout, parallel it is laid in rectangular base plate (1) The rectangular-shaped top plate (3) of top and two are respectively perpendicular the corrugation faced wall being laid between rectangular base plate (1) and rectangular-shaped top plate (3) (2), two corrugation faced walls (2) are laid in symmetrical laying and respectively the left side and right side of rectangular base plate (1)；The square Shape bottom plate (1), rectangular-shaped top plate (3) and two corrugation faced wall (2) enclosings go out a piping lane passage；The piping lane passage it is transversal Face is square-section；Each described corrugation faced wall (2) includes corrugation compoboard, and the corrugation compoboard is by the inner side watt symmetrically laid Stupefied plate (2-1) and outside corrugated sheet (2-2) are formed, and the inner side corrugated sheet (2-1) and outside corrugated sheet (2-2) are square wave Corrugated sheet, a square wave corrugated sheet are formed by multiple structure identical corrugated sheet assembly pieces are assembled, each corrugation Plate assembly piece includes multiple spaced trough plates (14-2), and one is laid with rear side of each trough plate (14-2) Individual strip plate (14-1), multiple strip plates (14-1) are laid on same perpendicular, multiple trough plates (14-2) It is laid on same perpendicular；Cavity in one corrugation faced wall between two strip plates (14-1) symmetrically laid For wall cavity, the cavity in a corrugation faced wall between two trough plates (14-2) symmetrically laid is empty for cylinder Chamber；The wall cavity is connected with the cylinder cavity, and multiple wall cavities and multiple cylinder cavitys constitute Side wall cavity, the side wall cavity is interior to be filled with side wall concrete structure (11).
- 2. according to a kind of pipe gallery described in claim 1, it is characterised in that：The rectangular base plate (1) includes horizontal layout Bottom corrugated sheet (1-1) and the parallel horizonal base plate (1-2) being laid in above bottom corrugated sheet (1-1), two corrugations Faced wall (2), which is respectively perpendicular, to be laid on bottom corrugated sheet (1-1) left side and right side, and the horizonal base plate (1-2) is laid in Between two inner side corrugated sheets (2-1), the both sides of the horizonal base plate (1-2) are close to two inner side corrugations respectively On plate (2-1), the cavity between the bottom corrugated sheet (1-1) and horizonal base plate (1-2) is bottom plate cavity, the bottom plate cavity Connected with the side wall cavity, underplate concrete structure (13) is filled with the bottom plate cavity.
- 3. according to a kind of pipe gallery described in claim 2, it is characterised in that：Offer and pour on the horizonal base plate (1-2) Build peep hole (1-3).
- 4. according to a kind of pipe gallery described in claim 3, it is characterised in that：Envelope is laid with the horizonal base plate (1-2) The stifled port lid for pouring peep hole (1-3).
- 5. according to a kind of pipe gallery described in claim 2, it is characterised in that：Each the inner side corrugated sheet (2-1) is interior Be laid with one group of fastener in side wall, one group of fastener on an inner side corrugated sheet (2-1) with another it is described in One group of fastener on side corrugated sheet (2-1) is symmetrically laid, and fastener described in two groups is laid in same level and is located at institute Horizonal base plate (1-2) upside is stated, fastener described in every group is made up of multiple mountain type fasteners (5) laid along straight uniform, The lower end of each mountain type fastener (5) is fixedly connected with horizonal base plate (1-2).
- 6. according to a kind of pipe gallery described in claim 1 or 2, it is characterised in that：Before each corrugated sheet assembly piece Side is laid with a connecting plate (15), the strip plate (14-1) on rear side of a corrugated sheet assembly piece with another described watts Connecting plate (15) on front side of stupefied plate assembly piece is connected by bolt (9), the connecting plate (15) and the strip plate (14-1) it Between be laid with elastic rubber gasket (10).
- 7. according to a kind of pipe gallery described in claim 2, it is characterised in that：The rectangular-shaped top plate (3) is corrugated sheet, described Rectangular-shaped top plate (3) is fixedly mounted between the top of two inner side corrugated sheets (2-1), the width of the rectangular-shaped top plate (3) Spacing between less than the two outside corrugated sheets (2-2)；The upside of the rectangular-shaped top plate (3) is top plate cavity, the top Plate cavity is connected with the side wall cavity, and the top plate cavity, side wall cavity and bottom plate cavity form coagulation provincialism, the top Concrete roof structure (12) is filled with plate cavity.
- 8. according to a kind of pipe gallery described in claim 2, it is characterised in that：The inner side corrugated sheet (2-1), outside corrugation Plate (2-2), bottom corrugated sheet (1-1), horizonal base plate (1-2) and rectangular-shaped top plate (3) are made by steel plate.
- A kind of 9. method constructed to pipe gallery as claimed in claim 7, it is characterised in that this method includes following step Suddenly：Step 1：Preparation of construction：Foundation ditch where construction piping lane is excavated；Step 2：Sheet material is assembled：Comprise the following steps：Step 201, the bottom of foundation ditch excavated in step 1 laying bottom corrugated sheet (1-1)；The corrugation compoboard of right angle setting two in step 202, the bottom corrugated sheet (1-1) laid in step 201, each Lay a side wall plugging plate (7) in the front-end and back-end of the side wall cavity；Step 203, horizonal base plate (1- is installed in step 202 between the mounted two inner side corrugated sheets (2-1) 2) a bottom plate plugging plate (8), is laid in the front-end and back-end of the bottom plate cavity；Step 204, in step 203 at the top of the mounted two inner side corrugated sheets (2-1) between rectangular-shaped top plate is installed (3)；Step 3：Concreting：The casting concrete into the coagulation provincialism；Step 4：Foundation ditch backfills：After the concrete final set poured in step 3, foundation ditch backfill is carried out.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710792455.5A CN107354957B (en) | 2017-09-05 | 2017-09-05 | Comprehensive pipe rack and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710792455.5A CN107354957B (en) | 2017-09-05 | 2017-09-05 | Comprehensive pipe rack and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107354957A true CN107354957A (en) | 2017-11-17 |
| CN107354957B CN107354957B (en) | 2023-08-11 |
Family
ID=60290103
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710792455.5A Active CN107354957B (en) | 2017-09-05 | 2017-09-05 | Comprehensive pipe rack and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107354957B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002188243A (en) * | 2000-12-21 | 2002-07-05 | Taisei Corp | Composite structural column |
| KR20080100732A (en) * | 2007-05-14 | 2008-11-19 | 유한회사 송지건설 | Construction method using corrugated steel plate and structure utilizing the same |
| CN102359205A (en) * | 2011-09-22 | 2012-02-22 | 江苏省交通科学研究院股份有限公司 | Corrugated steel plate aseismic shear wall |
| 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 |
| CN106013237A (en) * | 2016-07-20 | 2016-10-12 | 湖北宇辉新型建筑材料有限公司 | Precast concrete component assembly type subway station and installation method |
| CN206052778U (en) * | 2016-09-29 | 2017-03-29 | 陕西建筑产业投资集团有限公司 | A kind of steel and Combined concrete piping lane |
| CN106555408A (en) * | 2017-01-06 | 2017-04-05 | 中建科技（北京）有限公司 | The structure and construction method of underground pipe gallery |
| CN207160065U (en) * | 2017-09-05 | 2018-03-30 | 陕西建筑产业投资集团有限公司 | A kind of pipe gallery |
-
2017
- 2017-09-05 CN CN201710792455.5A patent/CN107354957B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002188243A (en) * | 2000-12-21 | 2002-07-05 | Taisei Corp | Composite structural column |
| KR20080100732A (en) * | 2007-05-14 | 2008-11-19 | 유한회사 송지건설 | Construction method using corrugated steel plate and structure utilizing the same |
| CN102359205A (en) * | 2011-09-22 | 2012-02-22 | 江苏省交通科学研究院股份有限公司 | Corrugated steel plate aseismic shear wall |
| 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 |
| CN106013237A (en) * | 2016-07-20 | 2016-10-12 | 湖北宇辉新型建筑材料有限公司 | Precast concrete component assembly type subway station and installation method |
| CN206052778U (en) * | 2016-09-29 | 2017-03-29 | 陕西建筑产业投资集团有限公司 | A kind of steel and Combined concrete piping lane |
| CN106555408A (en) * | 2017-01-06 | 2017-04-05 | 中建科技（北京）有限公司 | The structure and construction method of underground pipe gallery |
| CN207160065U (en) * | 2017-09-05 | 2018-03-30 | 陕西建筑产业投资集团有限公司 | A kind of pipe gallery |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107354957B (en) | 2023-08-11 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105569224B (en) | Concrete filled steel tube edge constraint overlaps monoblock type shear wall and preparation and installation method | |
| CN110318426B (en) | Assembled steel-concrete mixed structure subway station and assembling method | |
| CN107419824A (en) | The full precast shear wall structural system of regenerative steel skeleton and construction method | |
| CN207160065U (en) | A kind of pipe gallery | |
| CN106759900A (en) | Assembled architecture agent structure | |
| CN109680841A (en) | Hybrid prefabricated multi-cavity reinforced concrete wall, underground space structure system and construction method | |
| CN215330742U (en) | Template-free assembled steel truss-recycled concrete combined shear wall | |
| CN208430661U (en) | A kind of vertical piece construction of line-styled self-heat conserving overlapped shear wall | |
| CN110905084A (en) | Prefabricated house roof and construction method thereof | |
| CN208934189U (en) | A kind of frame wall filled with masonry structural system of sliding slot limit connection | |
| CN208293597U (en) | A kind of super plane size well foundation structure | |
| CN106760036A (en) | A kind of prefabricated steel combined concrete shear wall | |
| CN213233111U (en) | Concrete filled steel tube pier connecting structure with PBL (Poly-p-phenylene benzobisoxazole) shear keys | |
| CN106639151B (en) | Built-in X-type is to drawing steel plate type welding rectangular steel-tube concrete column and construction method | |
| CN210507530U (en) | Assembled steel-concrete mixed structure subway station | |
| CN111962688A (en) | Rigid connection node between box steel column and steel reinforced concrete column | |
| CN210066817U (en) | Assembly integral vault is striden no post underground structure greatly | |
| CN105239675B (en) | A kind of concrete filled steel tube switching node structure and its construction method | |
| CN209907412U (en) | Assembled steel construction cofferdam | |
| CN107354957A (en) | A kind of pipe gallery and its construction method | |
| CN105239668A (en) | Inner separation plate type steel pipe concrete conversion node structure and construction method thereof | |
| CN108716191A (en) | A kind of concrete arch rib Covered with Angles sleeve-board group and its bracing means | |
| CN214739012U (en) | Assembled double-connecting-beam combined shear wall component and connecting structure thereof | |
| CN210857267U (en) | Pile sheet type retaining wall integral casting template structure | |
| CN108661080A (en) | The manufacturing method in assembled underground one corridor |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |