CN205530345U - Modular many storehouses utility tunnel structure - Google Patents
Modular many storehouses utility tunnel structure Download PDFInfo
- Publication number
- CN205530345U CN205530345U CN201620282336.6U CN201620282336U CN205530345U CN 205530345 U CN205530345 U CN 205530345U CN 201620282336 U CN201620282336 U CN 201620282336U CN 205530345 U CN205530345 U CN 205530345U
- Authority
- CN
- China
- Prior art keywords
- location
- utility
- many storehouses
- pipe gallery
- model
- 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.)
- Active
Links
Abstract
The utility model discloses a modular many storehouses utility tunnel structure, including laying the bottom plate in the trench bottom, be equipped with a set of locating hole in the middle of the bottom plate, the locating hole is connected with the stand bottom location on the middle frame, the bottom plate both sides are equipped with the constant head tank, and constant head tank location bottom the curb plate is connected, and middle frame is connected with a set of locating hole location in the middle of the roof at last stand top, constitution combination formula many storehouses utility tunnel is connected with curb plate top location to the constant head tank of roof both sides. The utility model discloses utilize the mechanical properties that the frame is good, through form, minimize concrete and the reinforcing bar volume of thick plate in the middle of changing to reach the waste that reduces the resource, the mesh of practicing thrift engineering cost, the utility model provides the high ratio of its bending resistance section modulus with cross -sectional area has reduced to very big degree the construction investment, and messenger's structure has more rationality, economic nature, has improved the efficiency of construction effectively, has obtained fine assurance for the engineering construction progress.
Description
Technical field
This utility model relates to a kind of combination type many storehouses underground pipe gallery structure, belongs to underground pipe gallery construction technology
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.The construction method of existing underground pipe gallery is to use armored concrete overall
Pour and form, have that sectional dimension is excessive, material usage is many, the problem of high cost.
Utility model content
The purpose of this utility model is, it is provided that a kind of combination type many storehouses underground pipe gallery structure, to ensure in underground
In the case of pipe gallery safety, improve stock utilization and reduce the waste of resource, thus overcoming the deficiencies in the prior art.
The technical solution of the utility model is achieved in that
A kind of combination type many storehouses of the present utility model underground pipe gallery structure, including the base plate being laid on bottom trench,
Being provided with hole, one group of location in the middle of base plate, hole, location is located by connecting with the column bottom on central frame；Base plate both sides are provided with location
Groove, locating slot is located by connecting with side plate bottom, and the column top on central frame and location, hole, the location of a group in the middle of top board are even
Connect；The locating slot of top board both sides is located by connecting with side plate top, constitutes combination type many storehouses underground pipe gallery.
In aforementioned structure, it is connected through upper beam and underbeam between the column of described central frame and column.
In aforementioned structure, for now building solid brick wall between column and upper beam and the underbeam of described central frame.
In aforementioned structure, described side plate interior sides, plate top surface and now build solid brick wall both sides and be equipped with line holder, pipe
Pipeline it is equipped with on line bracket.
Owing to have employed technique scheme, compared with prior art, this utility model is ensureing underground to this utility model
In the case of pipe gallery uses safety, improve stock utilization, subtracted the waste of few resource, this utility model utilizes framework
Good mechanical property, by the form of slab in the middle of changing, reduces concrete and reinforcing bar amount as far as possible, thus reaches to reduce resource
Waste, save engineering cost purpose；This utility model improves the ratio of its bending resistant section coefficient and cross-sectional area, the most greatly
Reduce construction investment to degree, make structure more reasonability, economy, be effectively improved efficiency of construction, for engineering construction
Progress is guaranteed.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model；
The structural representation of Fig. 2 this utility model central frame；
Fig. 3 is that this utility model builds the central frame schematic diagram having solid wall；
Fig. 4 is the underground pipe gallery structural representation that one section of combination of this utility model completes；
Fig. 5 is this utility model underground pipe gallery section structure schematic diagram.
Being labeled as in figure: 1 base plate, 2 holes, location, 3 central frames, 4 columns, 5 locating slots, 6 side plates,
7 top boards, 8 upper beams, 9 underbeams, 10 now build solid brick wall, 11 line holders, 12 pipelines.
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.
This utility model is that the laying method according to following a kind of combination type many storehouses underground pipe gallery is constituted, as
Shown in Fig. 1: the method is constructed according to the following steps:
The first step, first base plate, side plate, central frame and top board needed for precasting yard makes are standby；
Second step, use ditching equipment are in ground ditching；The width of ditch is slightly larger than baseplate width, and the degree of depth of ditch is more than middle boxes
Frame height；
3rd step, the locating slot of base plate is lain in bottom of trench upwardly along the length direction of ditch；
4th step, two blocks of side plates are alignd on the locating slot being placed in base plate with the locating slot on base plate；
5th step, insertion of being alignd with the hole, location on base plate by the column on central frame position in hole；
6th step, by downward for the locating slot of top board, and is alignd with the column on central frame in the hole, location of top board and puts
On central frame；
7th step, by ditching time the earthen backfill dug out to outside biside plate and on top board；
8th step, with solid brick by central frame space build envelope；
9th step, side plate interior sides, plate top surface and now build solid brick wall both sides install line holder；
Above-mentioned is the laying step of segments combined many storehouses underground pipe gallery, and repeat the above steps completes ground, whole many storehouses
The laying of lower pipe gallery, stays one movement joint every 20 meters during laying；After the laying of whole many storehouses underground pipe gallery,
Finally carry out the laying of pipeline.After described movement joint surrounding uses bamboo mat plate to contain, then backfill soil.Base plate, side plate, central frame
Cement grouting is used with the seam crossing of top board.Water-proofing treatment should be carried out outside the underground pipe gallery of combination type many storehouses.
A kind of combination type many storehouses of the present utility model underground pipe gallery structure constituted as stated above, as it is shown in figure 1,
Including being provided with hole 2, one group of location, hole, location 2 and the column on central frame 3 in the middle of the base plate 1 being laid on bottom trench, base plate 1
It is located by connecting bottom 4；Base plate 1 both sides are provided with locating slot 5, and locating slot 5 is located by connecting bottom side plate 6, standing on central frame 3
Post 4 top is located by connecting with the hole 2, one group of location of top board 7 centre；The locating slot 5 of top board 7 both sides is with location, side plate 6 top even
Connect, constitute combination type many storehouses underground pipe gallery.It is connected through upper beam 8 and underbeam 9 between the column 4 of central frame 3 and column 4.
For now building solid brick wall 10 between column 4 and upper beam 8 and the underbeam 9 of central frame 3.Inside side plate 6, base plate 1 end face and existing
Build solid brick wall 10 both sides and be equipped with line holder 11, line holder 11 is equipped with pipeline 12.
Embodiment
As it is shown in figure 1, the underground pipe gallery of this example is by 6, central frame 3 of two blocks of side plates, top board 7 and base plate 3
The combination type two storehouse underground pipe gallery surrounded.During Specific construction, all of seam crossing application cement mortar pours, and waters
Build front it is ensured that side plate 6 and central frame 3 are vertical with top board 7 and base plate 3.Central frame 3 is as in figure 2 it is shown, include one group of column
4, it is connected through upper beam 8 and underbeam 9 between column 4 with column 4, upper beam 8 and underbeam 9 also play a supportive role.As it is shown on figure 3, vertical
Close with now building solid brick wall 10 in space between post 4 and upper beam 8 and underbeam 9.Fig. 4 is the underground, one section of two storehouse combined
Pipe gallery.
As it is shown in figure 5, line holder 11 is arranged on inside side plate 6 and now builds solid brick wall 10 both sides, for large-scale pipeline,
Line holder 11 can also be installed on base plate 3, after line holder 11 installs, various pipe can be laid on line holder 11
Line 12.
For humid area, when construction it is also contemplated that waterproof.One layer of waterproof layer can be increased outside underground pipe gallery.
In order to prevent uneven settlement of foundation produce stress, during Specific construction, can every 20 meters one movement joint is set, become
Shape seam surrounding also should block, and carries out waterproof.
Claims (4)
1. combination type many storehouses underground pipe gallery structure, including the base plate (1) being laid on bottom trench, it is characterised in that:
Being provided with one group of hole, location (2) in the middle of base plate (1), hole, location (2) is located by connecting with column (4) bottom on central frame (3)；The end
Plate (1) both sides are provided with locating slot (5), and locating slot (5) is located by connecting with side plate (6) bottom, the column (4) on central frame (3)
Top is located by connecting with one group of hole, location (2) of top board (7) centre；The locating slot (5) of top board (7) both sides and side plate (6) top
It is located by connecting, constitutes combination type many storehouses underground pipe gallery.
Combination type many storehouses underground pipe gallery structure the most according to claim 1, it is characterised in that: described central frame (3)
Column (4) and column (4) between be connected through upper beam (8) and underbeam (9).
Combination type many storehouses underground pipe gallery structure the most according to claim 2, it is characterised in that: described central frame (3)
Column (4) and upper beam (8) and underbeam (9) between for now building solid brick wall (10).
Combination type many storehouses underground pipe gallery structure the most according to claim 3, it is characterised in that: described side plate (6) inner side,
Base plate (1) end face and now build solid brick wall (10) both sides and be equipped with line holder (11), line holder is equipped with pipe on (11)
Line (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620282336.6U CN205530345U (en) | 2016-04-07 | 2016-04-07 | Modular many storehouses utility tunnel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620282336.6U CN205530345U (en) | 2016-04-07 | 2016-04-07 | Modular many storehouses utility tunnel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205530345U true CN205530345U (en) | 2016-08-31 |
Family
ID=57140953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620282336.6U Active CN205530345U (en) | 2016-04-07 | 2016-04-07 | Modular many storehouses utility tunnel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205530345U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106704708A (en) * | 2017-01-16 | 2017-05-24 | 中建科技（北京）有限公司 | Bracket structures for heat distribution pipelines in utility tunnel and construction method of bracket structures |
| CN107476335A (en) * | 2017-08-10 | 2017-12-15 | 中国电建集团贵阳勘测设计研究院有限公司 | One kind is used for rock mass Pipe rack |
-
2016
- 2016-04-07 CN CN201620282336.6U patent/CN205530345U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106704708A (en) * | 2017-01-16 | 2017-05-24 | 中建科技（北京）有限公司 | Bracket structures for heat distribution pipelines in utility tunnel and construction method of bracket structures |
| CN107476335A (en) * | 2017-08-10 | 2017-12-15 | 中国电建集团贵阳勘测设计研究院有限公司 | One kind is used for rock mass Pipe rack |
| CN107476335B (en) * | 2017-08-10 | 2023-08-22 | 中国电建集团贵阳勘测设计研究院有限公司 | Be used for rock mass piping lane structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103422501B (en) | Anti-floating anchor rod structure in sand seam geology and construction method thereof | |
| CN105951876A (en) | Cover plate type precast concrete urban comprehensive pipe gallery and construction method thereof | |
| CN104674847A (en) | Novel assembling type precast concrete urban comprehensive pipe gallery and construction method thereof | |
| CN204343339U (en) | A kind of temporary support columns waterproof base plate | |
| CN103981898A (en) | Integral open-excavation node top-down underground engineering construction method | |
| CN110004991B (en) | Underground structure anti-floating system based on convex wing foot plate and construction method | |
| CN107794946B (en) | Underground comprehensive pipe rack structure deeply buried in soft soil and construction method thereof | |
| CN204590038U (en) | A kind of permanent foundation pit supporting construction | |
| CN104652214A (en) | Paving method of water-permeable pavement | |
| CN111851588A (en) | Pipe jacking well structure and construction method thereof | |
| CN106968692B (en) | Tunnel excavation supporting structure and construction method thereof | |
| CN107268675A (en) | The laying method and structure of a kind of many storehouse underground pipe galleries of combined type | |
| CN205530345U (en) | Modular many storehouses utility tunnel structure | |
| CN105350503B (en) | A kind of underground workshop factory becomes access tunnel structure and its construction method | |
| CN212294747U (en) | Pipe jacking well structure | |
| CN206376277U (en) | The structure of underground pipe gallery | |
| CN202247719U (en) | Corresponding corrugated pre-stressed anti-sedimentation culvert pipe for bridge | |
| CN105041348A (en) | Underground space subsurface excavation construction method adopting combined roof | |
| CN204715364U (en) | A kind of foundation pit support device | |
| CN214116461U (en) | Embankment ballast | |
| CN216108602U (en) | Retaining wall supporting construction is administered in river surge | |
| CN202324155U (en) | Adjustable corrugated prestress anti-pollution drainage culvert | |
| CN201671103U (en) | Integral construction forming platform of underwater pier cap drilled pile | |
| CN210658443U (en) | Structure is built altogether with flood control wall in electric power piping lane | |
| CN209620049U (en) | A kind of pin-connected panel anchor bolt frame girder construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |