CN204780997U - Structure is assembled to tunnelling of synthesizing piping lane - Google Patents
Structure is assembled to tunnelling of synthesizing piping lane Download PDFInfo
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- CN204780997U CN204780997U CN201520409907.3U CN201520409907U CN204780997U CN 204780997 U CN204780997 U CN 204780997U CN 201520409907 U CN201520409907 U CN 201520409907U CN 204780997 U CN204780997 U CN 204780997U
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- piping lane
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Abstract
The utility model relates to a structure is assembled to tunnelling of synthesizing piping lane sets up at the first end of foundation ditch and leans on equipment after the shield constructs, and the second end sets up U type shield and constructs the machine, the shield constructs the back and leans on the intermediate member that sets up between equipment and the U type shield structure machine, contains: the combination of jack after expansion or its and a lesson or the prefabricated section of multisection piping lane, the perhaps combination of the prefabricated section of a duan keng groove or its and a lesson or multisection piping lane, perhaps a lesson or multisection piping lane are prefabricated section. The utility model discloses the effective efficiency and economic nature of synthesizing the piping lane construction that improve.
Description
Technical field
The utility model belongs to pipe gallery technical field of construction, is specifically related to a kind of driving splicing structure of pipe gallery.
Background technology
The pipe gallery construction of China has welcome new peak under the vigorously advocating of country, the enthusiasm that various places are built is very high, just extraordinary effect is achieved to the various research work of pipe gallery design and construction, but traditional pipe gallery form of construction work needs to drop into a large amount of manpower and materials, cost is high, cycle is long, and the impact of work progress on surrounding enviroment is large.Therefore need badly and develop pointed construction equipment and construction process.
Utility model content
The purpose of this utility model is according to above-mentioned the deficiencies in the prior art part, provides a kind of driving splicing structure of novel pipe gallery, improves efficiency and the economy of pipe gallery construction.
In order to achieve the above object, the technical solution of the utility model is to provide a kind of driving splicing structure of pipe gallery, and it comprises:
Foundation ditch, leans on equipment after being positioned at the shield structure of this foundation ditch first end, is positioned at the U-shaped shield machine of this foundation ditch second end;
Described foundation ditch is the combination that the initial segment hole groove and N section cheat groove, intermediate member then by arranging between equipment and U-shaped shield machine after described shield structure, comprise: the jack after an expansion or itself and one to save or the combination of prefabricated section of more piece piping lane, or one section of hole groove or its save or the combination of prefabricated section of more piece piping lane with one, or one saves or prefabricated section of more piece piping lane; Wherein, N is positive integer.
Preferably, N-1 section hole groove is arranged on by between equipment and U-shaped shield machine and by the side of equipment after described shield structure after described shield structure, in the groove of this N-1 section hole correspondence be provided with before prefabricated section of N-1 pipe joint corridor.
Preferably, by between equipment and U-shaped shield machine and near the side of U-shaped shield machine after described shield structure, be set to the jack after expanding or N section hole groove or prefabricated section of N pipe joint corridor.
Preferably, the jack between front prefabricated section of N-1 pipe joint corridor and U-shaped shield machine expand after length, cheat the length of groove with N section, the identical length of prefabricated section of N pipe joint corridor mated mutually; This jack is fixedly mounted on U-shaped shield machine.
Preferably, when prefabricated section of N pipe joint corridor is arranged in the groove of N section hole, the prefabricated intersegmental part in each pipe joint corridor in the groove of front N-1 section hole is provided with support, and earthing is arranged at the top, prefabricated section of each pipe joint corridor in the groove of front N-1 section hole.
Preferably, the slip casting of tamping is had between prefabricated section of each pipe joint corridor and the soil body of its surrounding.
Preferably, when described foundation ditch is the initial segment hole groove, by not arranging intermediate member between equipment and U-shaped shield machine after described shield structure.
Compared with prior art, the driving splicing structure of pipe gallery described in the utility model, its advantage is:
U-shaped shield machine of the present utility model is in conjunction with the feature of push pipe and shield structure, shallow for pipe gallery cutting depth, the feature that tube coupling section is little, directly in the groove of hole, forms U-type groove section.
In the utility model, pipe gallery adopts precast assembly process, and adopt slip casting between tube coupling and periphery hole groove, realization is combined closely with the soil body.
The utility model integrates advanced automation driving technology and precast assembly process, realizes the automation of pipe gallery, integrated construction, improves efficiency and the economy of pipe gallery construction, has good economic benefit and social benefit.
Accompanying drawing explanation
Fig. 1 is the cross-sectional view of the initial segment hole groove in the utility model; Fig. 7 is its Facad structure schematic diagram;
Fig. 2 is the cross-sectional view of driving splicing structure first example of pipe gallery described in the utility model; Fig. 8 is its Facad structure schematic diagram;
Fig. 3 is the cross-sectional view of driving splicing structure second example of pipe gallery described in the utility model; Fig. 9 is its Facad structure schematic diagram;
Fig. 4 is the cross-sectional view of driving splicing structure the 3rd example of pipe gallery described in the utility model; Figure 10 is its Facad structure schematic diagram;
Fig. 5 is the cross-sectional view of driving splicing structure the 4th example of pipe gallery described in the utility model; Figure 11 is its Facad structure schematic diagram;
Fig. 6 is the cross-sectional view of driving splicing structure the 5th example of pipe gallery described in the utility model; Figure 12 is its Facad structure schematic diagram.
Detailed description of the invention
Feature of the present utility model and other correlated characteristic are described in further detail by embodiment below in conjunction with accompanying drawing, so that the understanding of technician of the same trade.
The utility model provides a kind of driving splicing structure of pipe gallery, comprises: lean on equipment and U-shaped shield machine after being positioned at the shield structure of foundation ditch.Wherein, be positioned at the first end of foundation ditch after described shield structure by equipment, U-shaped shield machine is positioned at the second end of foundation ditch.
In an example as shown in Fig. 2, Fig. 8 figure, this foundation ditch is the initial segment hole groove (as Fig. 1, Fig. 7), then leaning on after shield structure between equipment 1 and U-shaped shield machine 2 does not have other intermediate members.
In an example as shown in Fig. 3, Fig. 9, by being provided with the first jack between equipment 1 and U-shaped shield machine 2 after shield structure, and the length that length and the first paragraph after the expansion of this first jack cheats groove matches, match to make this first paragraph hole length of groove and the length in corresponding pipe gallery joint (also referred to as tube coupling).Then, described foundation ditch is the combination that the initial segment hole groove and first paragraph cheat groove.
In an example as shown in Fig. 4, Figure 10, foundation ditch is the combination that the initial segment hole groove and first paragraph cheat groove, and by being provided with first segment piping lane prefabricated section of 4(i.e. first pipe gallery joint between equipment 1 and U-shaped shield machine 2 after shield structure), and prefabricated section of this first segment piping lane has the slip casting of tamping between 4 and the soil body of its surrounding.
Preferably, this first segment piping lane is cheated in groove by the first paragraph between equipment 1 and U-shaped shield machine 2 after being set to described shield structure for prefabricated section 4.The length that described first segment piping lane is prefabricated section 4, the length that the length after expanding with the first jack, first paragraph cheat groove matches.
In an example as shown in Fig. 5, Figure 11, by being provided with first segment piping lane prefabricated section 4, the second jack between equipment 1 and U-shaped shield machine 2 after shield structure, and prefabricated section of this first segment piping lane has the slip casting of tamping between 4 and the soil body of its surrounding.Then, described foundation ditch is the combination of the initial segment hole groove, first paragraph hole groove and second segment hole groove.
The length that length after the expansion of this second jack and second segment cheat groove matches, and this second segment hole length of groove and the length in corresponding pipe gallery joint are matched.Under different applicable cases, described second jack and aforementioned first jack can be identical or different jack 3; Identical or different expansion length can be had.Jack 3 can be fixedly mounted on U-shaped shield machine 2.
In an example as shown in Fig. 6, Figure 12, foundation ditch is the combination of the initial segment hole groove, first paragraph hole groove and second segment hole groove, and by being provided with first segment piping lane prefabricated section 4, second section piping lane prefabricated section 4 ' (i.e. second pipe gallery joint) between equipment 1 and U-shaped shield machine 2 after shield structure; This first segment piping lane prefabricated section 4, second section piping lane lay respectively in first paragraph hole groove and second segment hole groove, and respectively and between the soil body of its surrounding, have the slip casting of tamping, and the inside of described first segment piping lane prefabricated section 4 is provided with support (namely implementing stent-type engineering), earthing is arranged at the top that this first segment piping lane is prefabricated section 4.
According to above-mentioned some examples, the utility model can be derived to and be had the situation of more multistage hole groove and more prefabricated section of more piece piping lane: a foundation ditch is the combination that the initial segment hole groove or itself and N section cheat groove, be positioned at the first end of this foundation ditch after shield structure by equipment, U-shaped shield machine is positioned at the second end of this foundation ditch.
When N is value of zero, with first sample situation is basically identical above.When N is positive integer, by there being N section to cheat groove between equipment and U-shaped shield machine after shield structure, after N-1 section hole groove is close to shield structure wherein, lean on the side at equipment place.Have prefabricated section of N-1 pipe joint corridor correspondence be positioned at front N-1 section hole groove, and front N-1 section hole groove in prefabricated section of each pipe joint corridor and the soil body of its surrounding between all have the slip casting of tamping.
Near the side at U-shaped shield machine place, be jack, N section hole groove or prefabricated section of N pipe joint corridor wherein.Cheat the length of groove after length after the expansion of this jack determines front prefabricated section of N-1 pipe joint corridor and shield structure by N section between equipment, the length of the length after the expansion of this jack, N section hole groove all matches with the length of prefabricated section of N pipe joint corridor.
When being prefabricated section of N pipe joint corridor in the groove of N section hole, the prefabricated intersegmental part in each pipe joint corridor in the groove of front N-1 section hole is provided with support, and earthing is arranged at the top, prefabricated section of each pipe joint corridor in the groove of front N-1 section hole.The slip casting of tamping is had between prefabricated section of N pipe joint corridor and the soil body of its surrounding.
In sum, by between equipment and U-shaped shield machine after described shield structure, can arrange intermediate member can not have intermediate member yet.Intermediate member is any one following structure: the jack after an expansion or the combination of itself and prefabricated section of some pipe joint corridors, one section of combination, prefabricated section of some pipe joint corridor of cheating groove or itself and prefabricated section of some pipe joint corridors.In different example, prefabricated section of some pipe joint corridors can refer to the situation of a joint or prefabricated section of more piece piping lane.Prefabricated section of each pipe joint corridor is positioned at one section of corresponding hole groove.Wherein, the arrangement of each section of hole formation of groove or prefabricated section of each pipe joint corridor is substantially similar.Prefabricated section of adjacent piping lane mutually can combine and be linked to be pipe gallery.
The utility model provides multiple examples of the driving splicing structure of pipe gallery, by its Combination application, effectively can improve efficiency and the economy of pipe gallery construction, have good economic benefit and social benefit.
Although content of the present utility model has done detailed introduction by above preferred embodiment, will be appreciated that above-mentioned description should not be considered to restriction of the present utility model.After those skilled in the art have read foregoing, for multiple amendment of the present utility model and substitute will be all apparent.Therefore, protection domain of the present utility model should be limited to the appended claims.
Claims (7)
1. a driving splicing structure for pipe gallery, is characterized in that, comprise:
Foundation ditch, leans on equipment after being positioned at the shield structure of this foundation ditch first end, is positioned at the U-shaped shield machine of this foundation ditch second end;
Described foundation ditch is the combination that the initial segment hole groove and N section cheat groove, intermediate member then by arranging between equipment and U-shaped shield machine after described shield structure, comprise: the jack after an expansion or itself and one to save or the combination of prefabricated section of more piece piping lane, or one section of hole groove or its save or the combination of prefabricated section of more piece piping lane with one, or one saves or prefabricated section of more piece piping lane; Wherein, N is positive integer.
2. the driving splicing structure of pipe gallery as claimed in claim 1, is characterized in that,
N-1 section hole groove is arranged on by between equipment and U-shaped shield machine and by the side of equipment after described shield structure after described shield structure, in the groove of this N-1 section hole correspondence be provided with before prefabricated section of N-1 pipe joint corridor.
3. the driving splicing structure of pipe gallery as claimed in claim 2, is characterized in that,
By between equipment and U-shaped shield machine and near the side of U-shaped shield machine after described shield structure, be set to the jack after expanding or N section hole groove or prefabricated section of N pipe joint corridor.
4. the driving splicing structure of pipe gallery as claimed in claim 3, is characterized in that,
Jack between front prefabricated section of N-1 pipe joint corridor and U-shaped shield machine expand after length, cheat the length of groove with N section, the identical length of prefabricated section of N pipe joint corridor mated mutually; This jack is fixedly mounted on U-shaped shield machine.
5. the driving splicing structure of pipe gallery as claimed in claim 4, is characterized in that,
When prefabricated section of N pipe joint corridor is arranged in the groove of N section hole, the prefabricated intersegmental part in each pipe joint corridor in the groove of front N-1 section hole is provided with support, and earthing is arranged at the top, prefabricated section of each pipe joint corridor in the groove of front N-1 section hole.
6. the driving splicing structure of the pipe gallery as described in claim 2 or 5, is characterized in that,
The slip casting of tamping is had between prefabricated section of each pipe joint corridor and the soil body of its surrounding.
7. the driving splicing structure of pipe gallery as claimed in claim 1, is characterized in that,
When described foundation ditch is the initial segment hole groove, by not arranging intermediate member between equipment and U-shaped shield machine after described shield structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520409907.3U CN204780997U (en) | 2015-06-15 | 2015-06-15 | Structure is assembled to tunnelling of synthesizing piping lane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520409907.3U CN204780997U (en) | 2015-06-15 | 2015-06-15 | Structure is assembled to tunnelling of synthesizing piping lane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204780997U true CN204780997U (en) | 2015-11-18 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520409907.3U Withdrawn - After Issue CN204780997U (en) | 2015-06-15 | 2015-06-15 | Structure is assembled to tunnelling of synthesizing piping lane |
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| CN (1) | CN204780997U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912101A (en) * | 2015-06-15 | 2015-09-16 | 上海市政工程设计研究总院（集团）有限公司 | Tunneling and assembling structure and construction method of comprehensive pipe gallery |
-
2015
- 2015-06-15 CN CN201520409907.3U patent/CN204780997U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912101A (en) * | 2015-06-15 | 2015-09-16 | 上海市政工程设计研究总院（集团）有限公司 | Tunneling and assembling structure and construction method of comprehensive pipe gallery |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151118 Effective date of abandoning: 20170627 |
|
| AV01 | Patent right actively abandoned |