CN208309637U - A kind of assembled monolithic concrete structure pipe gallery standard paragraphs - Google Patents
A kind of assembled monolithic concrete structure pipe gallery standard paragraphs Download PDFInfo
- Publication number
- CN208309637U CN208309637U CN201820805785.3U CN201820805785U CN208309637U CN 208309637 U CN208309637 U CN 208309637U CN 201820805785 U CN201820805785 U CN 201820805785U CN 208309637 U CN208309637 U CN 208309637U
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- China
- Prior art keywords
- wall
- top plate
- bottom plate
- interior wall
- pipe gallery
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Abstract
The utility model discloses a kind of prefabricated concrete structure pipe gallery standard paragraphs, including bottom plate, side wall and top plate, side wall and top plate are precast wall body, side wall includes exterior wall and interior wall, exterior wall number is two, and interior wall is one or more, and top plate is several, the exterior wall and interior wall are vertically connected between bottom plate and top plate, and bottom plate, two exterior walls and the surrounded space of several top plates are divided into several warehouses by interior wall.The piping lane has multiple warehouses, and easy for construction, the requirement to lifting equipment is low, and the construction cost of piping lane is effectively reduced.
Description
Technical field
The utility model relates to pipeline corridor fields, and in particular to a kind of assembled monolithic concrete structure pipe gallery mark
Quasi- section.
Background technique
Pipe gallery, i.e. underground urban duct integrate corridor.I.e. Urban Underground build a tunnel space, by electric power,
Communication, the various utilities pipelines such as combustion gas, heat supply, plumbing are integrated in one, and are important infrastructure and the " life for ensureing city operations
Order line ".Usually there are many methods for the construction of piping lane, currently, mostly use the mode of split blade type assembly that piping lane is installed, it will be prefabricated
Split blade type piping lane is transported to construction site, again splices split blade type piping lane after installation, since split blade type piping lane has itself
Constant weight, need by lifting appliance carry out installation, therefore the Pipe rack of existing split blade type assembly 3 storehouses and with
Under, for the pipe gallery in the storehouse 4-5, existing lifting equipment is difficult to meet its installation requirements.
Utility model content
In order to solve the above-mentioned technical problem, the utility model discloses a kind of assembled monolithic concrete structure pipe gallery mark
Quasi- section, the piping lane have multiple warehouses, and easy for construction, the requirement to lifting equipment is low, and the construction cost of piping lane is effectively reduced.
The utility model is achieved through the following technical solutions:
A kind of assembled monolithic concrete structure pipe gallery standard paragraphs, including bottom plate, side wall and top plate, side wall and top plate
It is precast wall body, side wall includes exterior wall and interior wall, and exterior wall number is two, and interior wall is one or more, and top plate is several, institute
It states exterior wall and interior wall is vertically connected between bottom plate and top plate, interior wall divides bottom plate, two exterior walls and the surrounded space of several top plates
It is divided into several warehouses.
In the utility model, bottom plate, exterior wall and top plate surround piping lane jointly, and piping lane is divided into multiple warehouses by interior wall, outside
Wall, interior wall and top plate are all made of precast wall body, avoid the constructional deficiency of cast in situs generation, and by exterior wall, interior wall and top
It is transported to scene after plate is prefabricated to be assembled, for the piping lane compared to split blade type assembly, single exterior wall, interior wall and top plate quality are more
Small, the requirement for lifting equipment is low, and then the cost that the construction equipment of piping lane generates is lower, in the utility model, interior wall
Quantity can be to be multiple, and pipe gallery can be for more than 4 storehouses, volume and storehouse number be no longer influenced by limitation, and the scope of application is wider.
The exterior wall bottom surface is connected with bottom plate by grout sleeve, and interior wall is connected with bottom plate by bell and spigot frame.
Exterior wall bottom surface is connected with bottom plate by grout sleeve, therefore its connection is very firm, and bonding strength is high, is resistant to
A variety of impacts improve the safety of piping lane, prolong its service life, and interior wall is connected with bottom plate by bell and spigot frame, can be effective
Fixed interior wall.
Since piping lane exterior wall would generally be by from horizontal direction and vertical and other all directions external force, exterior wall bottom surface
It is connected with bottom plate by grout sleeve, the connection type of grout sleeve can be effective against the external force from all directions, stability
It is higher, the facilities such as effective protection internal pipeline；The external force that interior wall the is born predominantly vertical active force from top, therefore interior wall
It is connected using bell and spigot frame with bottom plate, for the connection type of grout sleeve, the installation of bell and spigot frame is more simple and efficient,
The installation procedure that interior wall is simplified while making interior wall be able to bear vertical active force improves the assembly efficiency of pipe gallery.
The top plate is arranged between two neighboring side wall, passes through cast-in-place microdilatancy coagulation between top plate and side wall and adjacent top plate
Soil is connected.
Cast-in-place slightly expanded concrete reaches anti-water segregation, company for filling up the gap between top plate and side wall and adjacent top plate
The effect connect improves the stability of top plate assembly.
The bell and spigot frame includes connection-peg and slot, and connection-peg is several and is uniformly connected to interior wall bottom surface, slot
It is set on bottom plate and corresponding with connection-peg.
Bottom plate two sides upper surface is equipped with erecting bed, and installation countertop is inserted with several connection reinforcing bars, the grouting set
Cylinder is embedded in exterior wall bottom, and the reinforcing bar connector setting of grout sleeve bottom surface connects reinforcing bar and expose erecting bed in exterior wall bottom surface
Part be plugged in grout sleeve.
Preferably, the interior wall number is 1-4.
A kind of construction method of assembled monolithic concrete structure pipe gallery standard paragraphs, includes the following steps,
1) cast in situs goes out concrete floor；
2) prefabricated interior wall is vertically connected on bottom plate；
3) prefabricated exterior wall is vertically connected on to the two sides of bottom plate；
4) prefabricated top plate is horizontally arranged at two neighboring interior wall or two neighboring exterior wall and interior coping.
Exterior wall, interior wall and the top plate of pipe gallery are all made of precast wall body, avoid the constructional deficiency of cast in situs generation,
By exterior wall, interior wall and top plate it is prefabricated after be transported to scene and assemble, it is single for the piping lane construction method compared to split blade type assembly
A exterior wall, interior wall and top plate quality are smaller, and the requirement for lifting equipment is low, and then the cost that the construction equipment of piping lane generates is more
Low, the quantity of interior wall can be multiple, therefore pipe gallery can be 4 storehouses or more, and volume and storehouse number are no longer influenced by limitation, thus
Can be bigger using the pipe gallery volume that the construction method obtains, warehouse number is more, and the scope of application is wider.
Wherein, in step 1), the two sides band of the concrete floor of cast in situs is inserted with the erecting bed of connection reinforcing bar, and bottom
With number rows of sockets on plate, number rows of sockets is arranged between two erecting beds.
In step 2), prefabricated interior wall bottom surface has several connection-pegs, and connection-peg is aligned to simultaneously grafting with backplane slot,
The gap location filling concrete mortar of connection-peg and slot, is vertically connected on interior wall on bottom plate.
The assembly for capableing of interior wall using the connection type of connection-peg and slot is more quick and convenient, improves the effect of piping lane construction
Rate, slightly expanded concrete can make the connection of interior wall and bottom plate more firm, interior wall avoided to loosen.
In step 3), exterior wall is vertically connected on the two sides of bottom plate method particularly includes: bottom is embedded with grout sleeve
Precast facade is aligned with reinforcing bar is connect, and is made to connect reinforcing bar insertion grout sleeve, after grouting, be filled up using cement base grout material
The gap of exterior wall and erecting bed.
It is connected between exterior wall and bottom plate using grout sleeve, can be improved the stability and impact resistance of exterior wall, effective protection
Piping lane internal structure.
In step 4), after top plate is horizontally arranged at two neighboring interior wall or two neighboring exterior wall and interior coping, utilize
Slightly expanded concrete fills the gap between top plate, exterior wall and interior wall.
The utility model compared with prior art, has the following advantages and benefits:
A kind of assembled monolithic concrete structure pipe gallery standard paragraphs of the utility model, bottom plate, exterior wall and top plate are common
Piping lane is surrounded, piping lane is divided into multiple warehouses by interior wall, and exterior wall, interior wall and top plate are all made of precast wall body, and the scene of avoiding is poured
Build the constructional deficiency of generation, and by exterior wall, interior wall and top plate it is prefabricated after be transported to scene and assemble, it is assembled compared to split blade type
Piping lane for, single exterior wall, interior wall and top plate quality are smaller, and the requirement for lifting equipment is low, and then the construction of piping lane is set
The standby cost generated is lower, in the utility model, the quantity of interior wall can be it is multiple, pipe gallery can be to be more than 4 storehouses, volume
It is no longer influenced by limitation with storehouse number, the scope of application is wider；
Detailed description of the invention
Attached drawing described herein is used to provide to further understand the utility model embodiment, constitutes the one of the application
Part does not constitute the restriction to the utility model embodiment.In the accompanying drawings:
FIG. 1 is a schematic structural view of the utility model；
Fig. 2 is the utility model bottom plate and exterior wall schematic diagram；
Fig. 3 is the utility model interior wall schematic diagram；
Fig. 4 is that the utility model connects reinforcing bar and grout sleeve connection figure.
Label and corresponding parts title in attached drawing:
1- bottom plate, 11- erecting bed, 12- connection reinforcing bar, 2- side wall, 21- exterior wall, 22- interior wall, 3- top plate, 4- warehouse, 51-
Connection-peg, 52- slot, the cast-in-place slightly expanded concrete of 6-, 7- grout sleeve.
Specific embodiment
For the purpose of this utility model, technical solution and advantage is more clearly understood, below with reference to embodiment and attached drawing,
The utility model is described in further detail, and the exemplary embodiment and its explanation of the utility model are only used for explaining this
Utility model is not intended to limit the scope of the present invention.
Embodiment 1
As shown in Figs 1-4, a kind of assembled monolithic concrete structure pipe gallery standard paragraphs of the utility model, including bottom plate
1, side wall 2 and top plate 3, side wall 2 and top plate 3 are precast wall body, and side wall 2 includes exterior wall 21 and interior wall 22, and 21 number of exterior wall is
Two, interior wall 22 be one or more, top plate 3 be it is several, the exterior wall 21 and interior wall 22 are vertically connected on bottom plate 1 and top plate 3
Between, 1, two exterior wall 21 of bottom plate and the surrounded space of several top plates 3 are divided into several warehouses 4 by interior wall 22.
21 bottom surface of exterior wall is connected with bottom plate by grout sleeve 7, and interior wall 22 is connected with bottom plate 1 by bell and spigot frame.
The top plate 3 is arranged between two neighboring side wall 2, by cast-in-place micro- swollen between top plate 3 and side wall 2 and adjacent top plate 3
Swollen concrete 6 is connected.
The bell and spigot frame includes connection-peg 51 and slot 52, and connection-peg 51 is several and is uniformly connected to 22 bottom of interior wall
Face, slot 52 are set on bottom plate 1 and corresponding with connection-peg 51.
Embodiment 2
As shown in Figs 1-4, a kind of assembled monolithic concrete structure pipe gallery standard paragraphs of the utility model, including bottom plate
1, side wall 2 and top plate 3, side wall 2 and top plate 3 are precast wall body, and side wall 2 includes exterior wall 21 and interior wall 22, and 21 number of exterior wall is
Two, interior wall 22 be one or more, top plate 3 be it is several, the exterior wall 21 and interior wall 22 are vertically connected on bottom plate 1 and top plate 3
Between, 1, two exterior wall 21 of bottom plate and the surrounded space of several top plates 3 are divided into several warehouses 4 by interior wall 22.
21 bottom surface of exterior wall is connected with bottom plate by grout sleeve 7, and interior wall 22 is connected with bottom plate 1 by bell and spigot frame.
The top plate 3 is arranged between two neighboring side wall 2, by cast-in-place micro- swollen between top plate 3 and side wall 2 and adjacent top plate 3
Swollen concrete 6 is connected.
The bell and spigot frame includes connection-peg 51 and slot 52, and connection-peg 51 is several and is uniformly connected to 22 bottom of interior wall
Face, slot 52 are set on bottom plate 1 and corresponding with connection-peg 51.
The 1 two sides upper surface of bottom plate is equipped with erecting bed 11, and 11 top surface of erecting bed is inserted with several connection reinforcing bars 12, described
Grout sleeve 7 is embedded in 21 bottom of exterior wall, and the reinforcing bar connector setting of 7 bottom surface of grout sleeve connects steel in 21 bottom surface of exterior wall
The part that muscle 12 exposes erecting bed 11 is plugged in grout sleeve 7.
22 number of interior wall is 3.
Above-described specific embodiment, to the purpose of this utility model, technical scheme and beneficial effects carried out into
One step is described in detail, it should be understood that being not used to limit the foregoing is merely specific embodiment of the present utility model
Determine the protection scope of the utility model, within the spirit and principle of the utility model, any modification for being made equally is replaced
It changes, improve, should be included within the scope of protection of this utility model.
Claims (4)
1. a kind of prefabricated concrete structure pipe gallery standard paragraphs, which is characterized in that including bottom plate (1), side wall (2) and top plate
(3), side wall (2) and top plate (3) are precast wall body, and side wall (2) includes exterior wall (21) and interior wall (22), and exterior wall (21) number is
Two, interior wall (22) be one or more, top plate (3) be it is several, the exterior wall (21) and interior wall (22) are vertically connected on bottom plate
(1) between top plate (3), bottom plate (1), two exterior walls (21) and several top plates (3) surrounded space are divided into number by interior wall (22)
A warehouse (4), exterior wall (21) bottom surface are connected with bottom plate (1) by grout sleeve (7), and interior wall (22) passes through with bottom plate (1)
Bell and spigot frame is connected.
2. a kind of prefabricated concrete structure pipe gallery standard paragraphs according to claim 1, which is characterized in that the top
Plate (3) is arranged between two neighboring side wall (2), mixed by cast-in-place microdilatancy between top plate (3) and side wall (2) and adjacent top plate (3)
Solidifying soil (6) is connected.
3. a kind of prefabricated concrete structure pipe gallery standard paragraphs according to claim 1, which is characterized in that described to hold
Inserting structure includes connection-peg (51) and slot (52), and connection-peg (51) is several and is uniformly connected to interior wall (22) bottom surface, is inserted
Slot (52) is set on bottom plate (1) and corresponding with connection-peg (51).
4. a kind of prefabricated concrete structure pipe gallery standard paragraphs according to claim 1, which is characterized in that the bottom
Plate (1) two sides upper surface is equipped with erecting bed (11), and erecting bed (11) top surface is inserted with several connection reinforcing bars (12), the grouting set
Cylinder (7) is embedded in exterior wall (21) bottom, and the reinforcing bar connector setting of grout sleeve (7) bottom surface is in exterior wall (21) bottom surface, connection
The part that reinforcing bar (12) exposes erecting bed (11) is plugged in grout sleeve (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820805785.3U CN208309637U (en) | 2018-05-28 | 2018-05-28 | A kind of assembled monolithic concrete structure pipe gallery standard paragraphs |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820805785.3U CN208309637U (en) | 2018-05-28 | 2018-05-28 | A kind of assembled monolithic concrete structure pipe gallery standard paragraphs |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208309637U true CN208309637U (en) | 2019-01-01 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820805785.3U Expired - Fee Related CN208309637U (en) | 2018-05-28 | 2018-05-28 | A kind of assembled monolithic concrete structure pipe gallery standard paragraphs |
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| CN (1) | CN208309637U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411941A (en) * | 2018-05-28 | 2018-08-17 | 中建科技成都有限公司 | A kind of assembled monolithic concrete structure pipe gallery and its construction method |
-
2018
- 2018-05-28 CN CN201820805785.3U patent/CN208309637U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108411941A (en) * | 2018-05-28 | 2018-08-17 | 中建科技成都有限公司 | A kind of assembled monolithic concrete structure pipe gallery and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200518 Address after: 221000 west side of West jingsan Road, Xuzhou Industrial Park, Xuzhou City, Jiangsu Province Patentee after: China Construction Technology Xuzhou Co.,Ltd. Address before: 610000 No. 288, south section of Tianfu Road, Tianfu New District, Sichuan, Chengdu Patentee before: CHINA CONSTRUCTION SCIENCE & TECHNOLOGY CHENGDU Co.,Ltd. |
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| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190101 |
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| CF01 | Termination of patent right due to non-payment of annual fee |