CN207553133U - A kind of underground pipe gallery structure - Google Patents
A kind of underground pipe gallery structure Download PDFInfo
- Publication number
- CN207553133U CN207553133U CN201720931444.6U CN201720931444U CN207553133U CN 207553133 U CN207553133 U CN 207553133U CN 201720931444 U CN201720931444 U CN 201720931444U CN 207553133 U CN207553133 U CN 207553133U
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- CN
- China
- Prior art keywords
- prefabricated part
- part body
- sliding
- prefabricated
- pipe gallery
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- 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.)
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Abstract
The utility model provides a kind of underground pipe gallery structure, including prefabricated part body, connector, sliding part, it is fixedly connected between prefabricated part body described in two by connector, the prefabricated part body bottom is equipped with sliding part, and the bottom surface of the sliding part is fixedly connected with the ground.The beneficial effects of the utility model are that barrier propterty is preferable, are relatively simple to install.
Description
Technical field
The utility model belongs to construction construction applications, more particularly, to a kind of underground pipe gallery structure.
Background technology
Underground pipe gallery (Japan claims " common trench ", Taiwan to claim " Common Ducts ") is exactly that underground urban duct synthesis is walked
Corridor.A tunnel space is built in Urban Underground, by the various utilities pipeline collection such as electric power, communication, combustion gas, heat supply, plumbing
In one, equipped with special access hole, hoisting port and monitoring system, implement unified planning, Uniting, unified construction and unification
Management is the important infrastructure and " lifeline " for ensureing city operations.
In the prior art, the underground pipe gallery structure used is generally a box-section tubular structure, and material is mainly reinforcing bar
Concrete is integrally built.For building mode, one kind is to build framework of steel reinforcement at the construction field (site), and poured on framework of steel reinforcement
Concrete is built, so as to form Pipe rack；Another is to be prefabricated into piping lane unit in particular place, and by prefabricated piping lane
Shipped, by the end to end of piping lane unit, realizes that assembling forms piping lane to job location.Above two mode is protected again
Aspect is there are problem, particularly when underground pipe gallery seam.Current existing processing method is connected for direct casting cement
Water-proofing treatment is done in gap if necessary, then marine glue is directly smeared on underground pipe gallery surface again.But the one side done so is being poured
It is filled in the process it is possible that will appear leakage, therefore protection loophole occurs, still further aspect work progress is complex.Particularly pre-
In the underground pipe gallery of structure processed, if problems can not solve, then underground pipe gallery, which is equivalent to, to perform practically no function.In addition prefabricated knot
The underground pipe gallery of structure is since volume is big, and transport and installation are all complex, this problem equally has to be solved.
Invention content
The purpose of this utility model be to solve the above problems, provide a kind of barrier propterty preferably, be relatively simple to install
Underground pipe gallery structure is especially suitable for using in precast construction.
The technical solution of the utility model is：A kind of underground pipe gallery structure, including prefabricated part body, connector, sliding part,
It is fixedly connected between prefabricated part body described in two by connector, the prefabricated part body bottom is equipped with sliding part, described
The bottom surface of sliding part is fixedly connected with the ground；
Further, the prefabricated part body be rectangular tube, the prefabricated part body both ends open, the prefabricated component sheet
The four corners of one end face of body are equipped with pillar, and the four corners of another end face are equipped with the column type groove coordinated with pillar,
Prefabricated part body both ends end face outer edge is equipped with L-type and is recessed, the bottom margin inside the prefabricated part body both ends of the surface
L-type recess also is provided with, the inside quadrangle of the prefabricated part body is equipped with boss, if both sides are equipped with inside the prefabricated part body
Line platform is quarreled, the prefabricated part body bottom outside is equipped with two parallel square type grooves；
Further, the connector is a gate framework, after the prefabricated part body docking described in two, the connector
The L-type recess described in two is connected in, and passes through water-resistant adhesives and fixes；
Further, the sliding part includes upper groove body, pulley, sliding rail, the square type groove of the prefabricated part body bottom
It is interior to be equipped with upper groove body, it is equipped with several pulleys in the upper groove body, the lower section of the upper groove body is equipped with sliding rail, in the sliding rail
Equipped with sliding slot, the pulley can slide in sliding slot, and several deep gouges are equipped in the sliding slot；
Further, the upper groove body can be plugged together with sliding rail, and the width of the upper groove body and the width difference of sliding rail are more than 2 lis
Rice, less than 8 centimetres.
The utility model has the advantages and positive effects of：
1st, it is obtained by the respective outer side edges prefabricated part body of connector and prefabricated part body in the barrier propterty of seam crossing
To effectively improving, and easy to operate；
2nd, pass through the setting of sliding part so that prefabricated part body operates simpler facility during installation.
Description of the drawings
Fig. 1 is the isometric structure diagram in northwest of the prefabricated part body of the utility model；
Fig. 2 is the isometric structure diagram in southwest of the prefabricated part body of the utility model；
Fig. 3 is the part disassemblying structure schematic diagram of the utility model；
Fig. 4 is the elevational schematic view of the part disassemblying structure of the utility model.
In figure：
Prefabricated part body 1, column type groove 12, L-type recess 13, boss 14, stringing platform 15, square type groove 16, connects pillar 11
Fitting 2, sliding part 3, upper groove body 31, pulley 32, sliding rail 33, sliding slot 331, deep gouge 332.
Specific embodiment
It elaborates below in conjunction with the accompanying drawings to the utility model.
As shown in Figs 1-4, a kind of underground pipe gallery structure of the utility model, including prefabricated part body 1, connector 2, sliding part
3, it is fixedly connected by connector 2 between the prefabricated part body 1 described in two, 1 bottom of prefabricated part body is equipped with sliding part
3, the bottom surface of the sliding part 3 is fixedly connected with the ground；
Further, the prefabricated part body 1 be rectangular tube, 1 both ends open of prefabricated part body, the prefabricated component
The four corners of one end face of ontology 1 are equipped with pillar 11, and the four corners of another end face are equipped with the column coordinated with pillar 11
Type groove 12, the 1 both ends end face outer edge of prefabricated part body is equipped with L-type recess 13, in 1 both ends of the surface of prefabricated part body
The bottom margin in portion also is provided with L-type recess 13, and the inside quadrangle of the prefabricated part body 1 is equipped with boss 14, the prefabricated component
1 both sides is equipped with several stringing platforms 15 in ontology, and 1 bottom outside of prefabricated part body is equipped with two parallel square type grooves
16；
Further, the connector 2 is a gate framework, after the prefabricated part body docking described in two, the connection
Part 2 is connected at the L-type recess 13 described in two, and is passed through water-resistant adhesives and fixed；
Further, the sliding part 3 includes upper groove body 31, pulley 32, sliding rail 33,1 bottom of prefabricated part body
Upper groove body 31 is equipped in square type groove 16, the upper groove body 31 is bolted to connection with prefabricated part body 1, it is described on
Several pulleys 32 are equipped in groove body 31, the lower section of the upper groove body 31 is equipped with sliding rail 33, sliding slot 331 is equipped in the sliding rail 33,
The pulley 32 can slide in sliding slot 331, and several deep gouges 332 are equipped in the sliding slot 331；
Further, the upper groove body 31 can be plugged together with sliding rail 33, the width of the upper groove body 31 and the width of sliding rail 33
Difference is more than 2 centimetres, and less than 8 centimetres, the setting of upper groove body 31 is easy for the integral installation of pulley.
The course of work of this example：During installation, after the ground that will be put into underground pipe gallery now is needed to dig out groove,
The bottom parallel laid sliding rail 33 of groove, the laying method of this sliding rail 33, will be prefabricated after sliding rail 33 is laid such as train track
Part ontology 1 be hung to above sliding rail without deep gouge 332 at, prefabricated part body 1, which is equivalent to, at this time is erected on sliding rail 33, simultaneously because
1 lower section of prefabricated part body is equipped with upper groove body 31, pulley 32 is housed in upper groove body 31, pulley 32 can be in the sliding slot of sliding rail 33
Slided in 331, thus when pushing that prefabricated part body 1 is horizontal to be moved forward and backward relatively it is laborsaving very much, the radius of pulley 32 should be greater than
The radius of pulley can be set as 1.5 times of 331 inside wall height of sliding slot by the inside wall height of sliding slot 331, when being moved to deep gouge
When 332, pulley 32 is slided into deep gouge 332, and the edge of deep gouge 332 should make arc side, be slided into convenient for pulley 32, and it is heavy that pulley 32 slides into
After slot 332, upper groove body 31 is buckled in substantially on sliding rail 33, that is, is plugged together together, and the overall weight of prefabricated part body 1 is all fallen substantially
On ground rather than on sliding rail 33, if weight is all fallen on sliding rail 33 integrally-built service life can be reduced；Then it hangs
Next prefabricated part body 1 is filled, using same operating method, finally making two prefabricated part bodies 1, two pre- close to after placement
The pulley 32 of product ontology 1 is entered in deep gouge 332, and the length of deep gouge 332 should be slightly bigger than 32 diameter of pulley, two prefabricated components
After ontology 1 is put well, the docking of two prefabricated part bodies is completed, that is, continues to move to one of prefabricated part body 1, makes this
The pillar 11 of prefabricated part body 1 is completely inserted into the column type groove 12 of another prefabricated part body 1, and docking at this time is completed；
The connection in gap and protected working between two prefabricated part bodies 1 are finally completed, i.e., in the inside of connector and two prefabricated component sheets
The adhesive for being mixed with cement and other adhesive effects is smeared at the L-type recess 13 of body 1, connector 2 is then inserted in L-type recess
At 13, finally waterproofing agent is smeared at L-type recess 13 and in prefabricated part body 1.The above method has only completed prefabricated part body 1
The protection in three faces gap, it is also necessary to bottom surface gap protected working is completed, into inside prefabricated part body, two L-types in bottom
It is recessed at 13 and smears cement and the adhesive of other adhesive effects, can uses cement some more herein, entire L-type is recessed
After 13 fill and lead up, waterproofing agent is being smeared.It is all install after can set up all kinds of spools on boss 14 and stringing platform 15.
It should be noted that prefabricated part body 1, as reinforced concrete structure, intensity can ensure.Why set
Pillar 11 and column type groove 12 are used cooperatively, and are to ensure to connect even closer stabilization between prefabricated part body 1.
One embodiment of the utility model is described in detail above, but the content is only the utility model
Preferred embodiment, it is impossible to be construed as limiting the scope of the utility model.It is all to be made according to application scope of the utility model
All the changes and improvements etc., should all still belong within the patent covering scope of the utility model.
Claims (5)
1. a kind of underground pipe gallery structure, it is characterised in that：It is prefabricated described in two including prefabricated part body, connector, sliding part
Be fixedly connected between part ontology by connector, the prefabricated part body bottom be equipped with sliding part, the bottom surface of the sliding part with
Ground is fixedly connected.
2. a kind of underground pipe gallery structure according to claim 1, it is characterised in that：The prefabricated part body is rectangular tube
Body, the prefabricated part body both ends open, the four corners of an end face of the prefabricated part body are equipped with pillar, another end
The four corners in face are equipped with the column type groove coordinated with pillar, and it is recessed that prefabricated part body both ends end face outer edge is equipped with L-type
It falls into, the bottom margin inside the prefabricated part body both ends of the surface also is provided with L-type recess, and the inside quadrangle of the prefabricated part body is equal
Equipped with boss, both sides are equipped with several stringing platforms inside the prefabricated part body, and the prefabricated part body bottom outside is equipped with two
Parallel square type groove.
3. a kind of underground pipe gallery structure according to claim 2, it is characterised in that：The connector is a gate framework,
After prefabricated part body docking described in two, the connector is connected in the L-type recess described in two, and passes through water-resistant binder
Agent is fixed.
4. a kind of underground pipe gallery structure according to claim 1, it is characterised in that：The sliding part includes upper groove body, cunning
Wheel, sliding rail, the square type groove of the prefabricated part body bottom is interior to be equipped with upper groove body, and several cunnings are equipped in the upper groove body
Wheel, the lower section of the upper groove body are equipped with sliding rail, are equipped with sliding slot in the sliding rail, the pulley can slide in sliding slot, the cunning
Several deep gouges are equipped in slot.
5. a kind of underground pipe gallery structure according to claim 4, it is characterised in that：The upper groove body can be plugged together with sliding rail,
The width of the upper groove body and the width difference of sliding rail are more than 2 centimetres, less than 8 centimetres.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720931444.6U CN207553133U (en) | 2017-07-28 | 2017-07-28 | A kind of underground pipe gallery structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720931444.6U CN207553133U (en) | 2017-07-28 | 2017-07-28 | A kind of underground pipe gallery structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207553133U true CN207553133U (en) | 2018-06-29 |
Family
ID=62671986
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720931444.6U Expired - Fee Related CN207553133U (en) | 2017-07-28 | 2017-07-28 | A kind of underground pipe gallery structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207553133U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359491A (en) * | 2019-07-03 | 2019-10-22 | 鞍山三冶建筑工程有限公司 | A kind of installation translating device of large scale prefabricated piping lane |
| CN110359489A (en) * | 2019-07-03 | 2019-10-22 | 鞍山三冶建筑工程有限公司 | A kind of large scale prefabricated piping lane incremental launching construction structure |
| CN112942420A (en) * | 2021-01-27 | 2021-06-11 | 中国一冶集团有限公司 | Prefabricated buttress structure for pipeline in pipeline and construction method |
-
2017
- 2017-07-28 CN CN201720931444.6U patent/CN207553133U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110359491A (en) * | 2019-07-03 | 2019-10-22 | 鞍山三冶建筑工程有限公司 | A kind of installation translating device of large scale prefabricated piping lane |
| CN110359489A (en) * | 2019-07-03 | 2019-10-22 | 鞍山三冶建筑工程有限公司 | A kind of large scale prefabricated piping lane incremental launching construction structure |
| CN110359489B (en) * | 2019-07-03 | 2024-04-26 | 鞍山三冶建筑工程有限公司 | Large prefabricated pipe gallery pushing construction structure |
| CN110359491B (en) * | 2019-07-03 | 2024-04-26 | 鞍山三冶建筑工程有限公司 | Installation translation device of large-scale prefabricated piping lane |
| CN112942420A (en) * | 2021-01-27 | 2021-06-11 | 中国一冶集团有限公司 | Prefabricated buttress structure for pipeline in pipeline and construction method |
| CN112942420B (en) * | 2021-01-27 | 2022-07-15 | 中国一冶集团有限公司 | Prefabricated buttress structure for pipeline in pipeline and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180629 Termination date: 20200728 |