CN109440819A - Prefabricated pipe gallery - Google Patents
Prefabricated pipe gallery Download PDFInfo
- Publication number
- CN109440819A CN109440819A CN201811591906.XA CN201811591906A CN109440819A CN 109440819 A CN109440819 A CN 109440819A CN 201811591906 A CN201811591906 A CN 201811591906A CN 109440819 A CN109440819 A CN 109440819A
- Authority
- CN
- China
- Prior art keywords
- top plate
- pin
- side plates
- prefabricated pipe
- pipe gallery
- 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.)
- Withdrawn
Links
- 239000004568 cement Substances 0.000 claims description 4
- 238000012805 post-processing Methods 0.000 abstract description 3
- 239000000725 suspension Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (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)
- Branch Pipes, Bends, And The Like (AREA)
Abstract
The invention discloses a kind of prefabricated pipe galleries comprising: top plate, two side plates, bottom plate and inner panel and multiple pins;Top plate, two side plates and bottom plate surround quadrilateral structure, and two side plates are oppositely arranged and are separately connected the both ends of top plate and the both ends of bottom plate, and inner panel is set between two side plates and is connected between top plate and bottom plate;Pin is set in top plate and is embedded into top plate, and the surface of top plate is equipped with multiple pits, and one end of pin is exposed pit and flushed with the upper surface of top plate;The position of top plate connecting with two side plates and the position of top plate connecting with inner panel are equipped with pin.The lifting of prefabricated pipe gallery of the invention is easy to operate, and human factor is smaller, and securely and reliably, and post-processing is convenient, and component smoothly can be placed on designated position by cooperation special hanger, avoids the side corner angle of damaged member during assembly.
Description
Technical field
The present invention relates to a kind of prefabricated pipe galleries.
Background technique
For the prefabricated pipe gallery thin-walled box-structure of sectional type, carried out according to conventional pre-buried steel strand wires, round steel
Lifting operation, the human factors such as suspension centre welding quality, protruded length are easy to cause each point unbalance stress, gently then damaged member,
It is heavy then cause serious accident.
Summary of the invention
The technical problem to be solved by the present invention is to hidden in order to overcome prefabricated pipe gallery lifting in the prior art to there is safety
The defect of trouble provides a kind of higher prefabricated pipe gallery of safety.
The present invention is to solve above-mentioned technical problem by following technical proposals:
A kind of prefabricated pipe gallery comprising: top plate, two side plates, bottom plate and inner panel and multiple pins;
The top plate, two side plates and the bottom plate surround quadrilateral structure, and two side plates are oppositely arranged simultaneously
The both ends of the top plate and the both ends of the bottom plate are separately connected, the inner panel is set between two side plates and is connected to institute
It states between top plate and the bottom plate;
The pin is set in the top plate and is embedded into the top plate, and the surface of the top plate is equipped with multiple pits, institute
Expose the pit and flushed with the upper surface of the top plate in the one end for stating pin;
The position of the top plate connecting with two side plates and the position of the top plate connecting with the inner panel are equal
Equipped with the pin.
Preferably, there are six pin, the positions of the top plate connecting with two side plates for the prefabricated pipe gallery tool
Set and be respectively equipped with two pins and two pins are respectively arranged on the two sides edge of the top plate, the top plate with the inner panel
The position of connection is set there are two pin and two pins are respectively arranged on the two sides edge of the top plate.
Preferably, the pin includes cylinder and the ailhead set on the cylinder both ends, and an ailhead of the pin buries
In the top plate, another ailhead of the pin exposes the pit and flushes with the upper surface of the top plate.
Preferably, both sides of the edge of the pin apart from the top plate are 500mm.
Preferably, the length of the cylinder is 340mm, and the diameter of the cylinder is 28mm, and the diameter of the ailhead is
65mm。
Preferably, the inner panel is arranged in parallel with two side plates, and the inner panel is closer in two side plates
One side plate.
Preferably, the height of the side plate is 4200mm.
Preferably, the length of the top plate is 5700mm.
Preferably, the top plate, two side plates, bottom plate and inner panel passes through reinforced frame and cement pours.
The positive effect of the present invention is that: the present invention comprehensively considers precast segment piping lane manufacture craft, member stress
And construction cost, using the scheme of the pre-buried pin on prefabricated pipe gallery top plate, according to checking computations, each pin can bear 10T
Pulling force, easy to operate, human factor is smaller, and securely and reliably, and post-processing is convenient, and cooperation special hanger can be stable
Component is placed on designated position, avoids the side corner angle of damaged member during assembly.
Detailed description of the invention
Fig. 1 is the side structure schematic view according to the prefabricated pipe gallery of the preferred embodiment of the present invention.
Fig. 2 is the overlooking structure diagram according to the prefabricated pipe gallery of the preferred embodiment of the present invention.
Fig. 3 is the partial sectional schematic view according to the prefabricated pipe gallery of the preferred embodiment of the present invention.
Fig. 4 is the structural schematic diagram according to the pin of the preferred embodiment of the present invention.
Description of symbols:
Prefabricated pipe gallery 10
Top plate 11
Pit 111
Side plate 12
Bottom plate 13
Inner panel 14
Pin 15
Ailhead 151
Cylinder 152
Specific embodiment
With reference to the accompanying drawing, the present invention is further illustrated by way of embodiment, but is not therefore limited the invention to
Among following scope of embodiments.
As shown in Figs 1-4, the prefabricated pipe gallery 10 of the present embodiment includes: 11, two side plates 12 of top plate, bottom plate 13 and interior
Plate 14 and multiple pins 15.
It is in the present embodiment six pins, but those skilled in the art also can according to need any setting pin
Quantity.
11, two side plates 12 of top plate and bottom plate 13 surround quadrilateral structure, and two side plates 12 are oppositely arranged and are separately connected
The both ends of top plate 11 and the both ends of bottom plate 13, inner panel 14 be set between two side plates 12 and be connected to top plate 11 and bottom plate 13 it
Between.
Being connected as one of top plate 11 and side plate 12 connects, and top plate 11 is also integrated connection with the connection of bottom plate 13,
The two is preferably that formed by integrally casting forms.
Pin 15 is set in top plate 11 and is embedded into top plate 11, and the surface of top plate 11 is equipped with multiple pits 111, pin 15
Expose pit 111 and flushed with the upper surface of top plate 11 in one end.Fig. 3 has intercepted the part that top plate 11 is connect with side plate 12, with
Illustrate the connection structure of pin 15 and top plate 11.
The position of top plate 11 connecting with two side plates 12 and the position of top plate 11 connecting with inner panel 14 are equipped with pin
15。
The position that pin 15 is arranged is the junction with side plate 12 or inner panel 14 of top plate 11, and link position stress is bigger,
The stress that suspension centre setting can be reinforced to suspension centre here avoids damaging top plate 11 when lifting.
There are six pins 15 for the prefabricated tool of pipe gallery 10, and the position of top plate 11 connecting with two side plates 12 is respectively equipped with two
A pin 15 and two pins 15 are respectively arranged on the two sides edge of top plate 11, and the position of top plate 11 connecting with inner panel 14 is equipped with
Two pins 15 and two pins 15 are respectively arranged on the two sides edge of top plate 11.
The two sides edge that top plate 11 is arranged in pin 15 is conducive to balance the stress of suspension centre.
Pin 15 includes cylinder 152 and the ailhead 151 set on 152 both ends of cylinder, and an ailhead 151 of pin 15 is embedded in top
In plate 11, another ailhead 151 of pin 15 exposes pit 111 and flushes with the upper surface of top plate 11.
Both sides of the edge of the pin 15 apart from top plate 11 are 500mm (distance shown in P in figure).
The length of cylinder 152 is 340mm, and the diameter of cylinder 152 is 28mm, and the diameter of ailhead 151 is 65mm.
Inner panel 14 is arranged in parallel with two side plates 12, and inner panel 14 is closer to a side plate 12 in two side plates 12.Specifically
Ground, inner panel 14 are twice at a distance from another side plate 12 at a distance from a side plate 12.
The height of side plate 12 is 4200mm (distance shown in H in figure).
The length of top plate 11 is 5700mm (distance shown in L in figure).
11, two side plates 12 of top plate, bottom plate 13 and inner panel 14 are poured by reinforced frame and cement.
When pouring, pin 15 is embedded into top plate 11, to closely be connected as one with top plate 11, the top surface of pin 15
It is flushed with the upper surface of top plate 11, will not influence the flatness of upper surface in this way, after the completion of the lifting of prefabricated pipe gallery 10,
Pit 111 can be filled out by casting cement etc., so that upper surface flushes completely, and no longer exposes pin 15, thus
Pin 15 will not cause the structural hidden danger of top plate 11 due to corrosion such as the rainwater air outside contacting.
Selectively, one end that pin 15 exposes pit 111 can also be slightly lower compared to the upper surface of top plate 11.
The present invention comprehensively considers precast segment piping lane manufacture craft, member stress and construction cost, using prefabricated comprehensive
The scheme of pre-buried pin on the top plate of piping lane is closed, according to checking computations, each pin can bear 10T pulling force, easy to operate, human factor
Smaller, securely and reliably, and post-processing is convenient, and component smoothly can be placed on designated position by cooperation special hanger, keeps away
Exempt from the side corner angle of damaged member during assembly.
In the description of the present invention, it is to be understood that, term " on ", "lower", "front", "rear", "left", "right", " perpendicular
Directly ", the orientation or positional relationship of the instructions such as "horizontal", "top", "bottom", "inner", "outside" is orientation based on the figure or position
Relationship is set, is merely for convenience of description of the present invention and simplification of the description, rather than the device or element of indication or suggestion meaning are necessary
It with specific orientation, is constructed and operated in a specific orientation, therefore is not considered as limiting the invention, unless another in text
It is described.
Although specific embodiments of the present invention have been described above, it will be appreciated by those of skill in the art that this is only
For example, protection scope of the present invention is to be defined by the appended claims.Those skilled in the art without departing substantially from
Under the premise of the principle and substance of the present invention, various changes or modifications can be made to these embodiments, but these changes and
Modification each falls within protection scope of the present invention.
Claims (9)
1. a kind of prefabricated pipe gallery, characterized in that it comprises: top plate, two side plates, bottom plate and inner panel and multiple pins;
The top plate, two side plates and the bottom plate surround quadrilateral structure, and two side plates are oppositely arranged and distinguish
The both ends of the top plate and the both ends of the bottom plate are connected, the inner panel is set between two side plates and is connected to the top
Between plate and the bottom plate;
The pin is set in the top plate and is embedded into the top plate, and the surface of the top plate is equipped with multiple pits, the pin
Expose the pit and flushed with the upper surface of the top plate in one end of nail;
The position of the top plate connecting with two side plates and the position of the top plate connecting with the inner panel are equipped with
The pin.
2. prefabricated pipe gallery as described in claim 1, which is characterized in that the prefabricated pipe gallery has there are six pin,
The position of the top plate connecting with two side plates is respectively equipped with two pins and two pins are respectively arranged on the top plate
Two sides edge, the position of the top plate connecting with the inner panel is set there are two pin and two pins be respectively arranged on it is described
The two sides edge of top plate.
3. prefabricated pipe gallery as claimed in claim 2, which is characterized in that the pin includes cylinder and is set to the cylinder
One ailhead of the ailhead at both ends, the pin is embedded in the top plate, another ailhead of the pin exposes the pit
And it is flushed with the upper surface of the top plate.
4. prefabricated pipe gallery as claimed in claim 3, which is characterized in that both sides of the edge of the pin apart from the top plate
For 500mm.
5. prefabricated pipe gallery as claimed in claim 3, which is characterized in that the length of the cylinder is 340mm, the cylinder
Diameter be 28mm, the diameter of the ailhead is 65mm.
6. prefabricated pipe gallery as described in claim 1, which is characterized in that the inner panel is parallel with two side plates to be set
It sets, the inner panel is closer to a side plate in two side plates.
7. prefabricated pipe gallery as described in claim 1, which is characterized in that the height of the side plate is 4200mm.
8. prefabricated pipe gallery as described in claim 1, which is characterized in that the length of the top plate is 5700mm.
9. prefabricated pipe gallery as described in claim 1, which is characterized in that the top plate, two side plates, bottom plate and inner panel are equal
It is poured by reinforced frame and cement.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811591906.XA CN109440819A (en) | 2018-12-25 | 2018-12-25 | Prefabricated pipe gallery |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811591906.XA CN109440819A (en) | 2018-12-25 | 2018-12-25 | Prefabricated pipe gallery |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109440819A true CN109440819A (en) | 2019-03-08 |
Family
ID=65535631
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201811591906.XA Withdrawn CN109440819A (en) | 2018-12-25 | 2018-12-25 | Prefabricated pipe gallery |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109440819A (en) |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1084621A (en) * | 1996-05-31 | 1998-03-31 | Oike:Kk | Concrete box, supporting system and member |
CN104113033A (en) * | 2014-08-02 | 2014-10-22 | 宁夏平罗凌云建材实业有限公司 | Novel assembled type reinforced concrete cable trough |
US20150013255A1 (en) * | 2013-03-14 | 2015-01-15 | Christopher M. Hunt | Hybrid cementitious buildings for a multi-level habitat |
CN106088151A (en) * | 2016-08-09 | 2016-11-09 | 中交第二航务工程局有限公司 | Complete prefabricated piecemeal assembled pipe gallery |
CN205954678U (en) * | 2016-02-05 | 2017-02-15 | 青岛润国生态科技发展有限公司 | Prefabricated utility tunnel hoisting point structure of assembled |
CN107059667A (en) * | 2016-12-29 | 2017-08-18 | 中交第二公路勘察设计研究院有限公司 | Door shape assembled armored concrete box culvert and its construction method |
CN107989069A (en) * | 2017-12-28 | 2018-05-04 | 中铁十局集团第五工程有限公司 | Pre-embedded bolt, the pre-buried prefabricated piping lane and method for prefabricating for hanging nail |
CN209443497U (en) * | 2018-12-25 | 2019-09-27 | 上海公路桥梁(集团)有限公司 | Prefabricated pipe gallery |
-
2018
- 2018-12-25 CN CN201811591906.XA patent/CN109440819A/en not_active Withdrawn
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH1084621A (en) * | 1996-05-31 | 1998-03-31 | Oike:Kk | Concrete box, supporting system and member |
US20150013255A1 (en) * | 2013-03-14 | 2015-01-15 | Christopher M. Hunt | Hybrid cementitious buildings for a multi-level habitat |
CN104113033A (en) * | 2014-08-02 | 2014-10-22 | 宁夏平罗凌云建材实业有限公司 | Novel assembled type reinforced concrete cable trough |
CN205954678U (en) * | 2016-02-05 | 2017-02-15 | 青岛润国生态科技发展有限公司 | Prefabricated utility tunnel hoisting point structure of assembled |
CN106088151A (en) * | 2016-08-09 | 2016-11-09 | 中交第二航务工程局有限公司 | Complete prefabricated piecemeal assembled pipe gallery |
CN107059667A (en) * | 2016-12-29 | 2017-08-18 | 中交第二公路勘察设计研究院有限公司 | Door shape assembled armored concrete box culvert and its construction method |
CN107989069A (en) * | 2017-12-28 | 2018-05-04 | 中铁十局集团第五工程有限公司 | Pre-embedded bolt, the pre-buried prefabricated piping lane and method for prefabricating for hanging nail |
CN209443497U (en) * | 2018-12-25 | 2019-09-27 | 上海公路桥梁(集团)有限公司 | Prefabricated pipe gallery |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN101672011B (en) | Steel tube arch rib vertical lifting method | |
CN103924520B (en) | Construction method and device of suspension bridge main cable anchorage prestressed pipes | |
CN104452516B (en) | For the instrument of the prefabricated concrete roads plate of handling | |
CN106193588B (en) | A kind of method pouring building post-cast strip and pour mould | |
CN201145657Y (en) | Pile foundation bearing force test loading device | |
CN209665710U (en) | It is a kind of for making the formwork structure of prefabricated stand column | |
CN209443497U (en) | Prefabricated pipe gallery | |
CN110499702A (en) | A kind of cable saddle positioning reinforcing device of Cable-stayed Bridge Pylon | |
CN207714310U (en) | A kind of lowering device for reinforcing cage | |
CN205530228U (en) | A well type frame that is used for super large diameter pile steel reinforcement cage of overlength to construct | |
CN109440819A (en) | Prefabricated pipe gallery | |
CN202164545U (en) | Vertical prestressing pore canal communicating pipes and mud-jacking pipes | |
CN205502048U (en) | Cardboard formula steel reinforcement cage mounting platform | |
CN105088961A (en) | Side-span closure section and cast-in-place section combining construction method | |
CN209292857U (en) | Energy-saving arch rib Hanger Anchor case | |
CN104790642B (en) | A kind of horizontal support structure for construction and the method realizing installing | |
CN208266667U (en) | A kind of bridge pier structure | |
CN207419481U (en) | A kind of pile foundation steel bar cage transfers positioning detector | |
CN106522531B (en) | The support system of one discharge plate buckle type scaffold door opening position bracket | |
CN205634646U (en) | Building cableway bucket | |
CN209703514U (en) | Control the foundation pit supporting construction of existing building deformation | |
CN207943781U (en) | A kind of cable disc suspender | |
JP2018145715A (en) | Scaffold beam frame and opening structure of temporary scaffold | |
CN208534015U (en) | A kind of underwater armored concrete prefab-form | |
CN208633517U (en) | A kind of fast-assembling support cradle of template |
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 | ||
WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190308 |
|
WW01 | Invention patent application withdrawn after publication |