CN206189454U - Piping lane - Google Patents
Piping lane Download PDFInfo
- Publication number
- CN206189454U CN206189454U CN201621172169.6U CN201621172169U CN206189454U CN 206189454 U CN206189454 U CN 206189454U CN 201621172169 U CN201621172169 U CN 201621172169U CN 206189454 U CN206189454 U CN 206189454U
- Authority
- CN
- China
- Prior art keywords
- plate
- cast
- top board
- piping lane
- prefabricated
- 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
- 230000008878 coupling Effects 0.000 claims abstract description 29
- 238000010168 coupling process Methods 0.000 claims abstract description 29
- 238000005859 coupling reaction Methods 0.000 claims abstract description 29
- 238000011065 in-situ storage Methods 0.000 claims description 36
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 23
- 210000003205 muscle Anatomy 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 7
- 239000010959 steel Substances 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 13
- 238000000034 method Methods 0.000 description 7
- 230000000694 effects Effects 0.000 description 6
- 238000009417 prefabrication Methods 0.000 description 4
- 238000004078 waterproofing Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000009958 sewing Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
The utility model belongs to municipal architecture engineering field, the utility model discloses a piping lane, constitute by the concatenation of a plurality of tube couplings, the tube coupling includes the bottom plate, curb plate and roof, curb plate bottom is pre -buried to have the connecting sleeve, the bottom plate is cast -in -place bottom plate, be equipped with the splice bar in the cast -in -place bottom plate, splice bar and connecting sleeve fixed connection, the curb plate includes interior plate and outer panel, form U type mouth between interior plate and the outer panel, the roof is including prefabricated roof and cast -in -place layer, prefabricated roof setting is in the interior plate top, cast -in -place layer pours at the top surface of prefabricated roof and extends to U type mouth bottom. The utility model discloses a prefabricated and the cast -in -place mode that combines together is assembled, and structural integrity is good, the connection cost is lower, and waterproof quality obviously promotes, and the transportation and the on -the -spot hoist and mount degree of difficulty of member all reduce, and the efficiency of construction improves greatly, and construction cycle is short.
Description
Technical field
The utility model belongs to civic building engineering field, and in particular to a kind of piping lane.
Background technology
Traditional underground pipe gallery construction is typically the following two kinds mode：One is field cast-in-place, and two is prefabrication；Scene is existing
The all working for pouring formula underground pipe gallery is completed at the scene, so side wall and top board are intended to configuration template, not only causes a large amount of moulds
The waste of plate, while long construction period, to ensure the operating space of construction, earthwork excavated volume is big, and backfill amount is also larger, causes life
The construction period extended while the increase for producing cost, all raw material transports to scene with bulk form, and the making at scene is right
The ecological environment on periphery can also shine into destruction and pollute, and the mode of cast-in-site is high to artificial requirement of vibrating, and vibrates unreal, piping lane
The possibility that micro-crack occurs in later stage is larger, can leave leakage hidden trouble.Prefabricated piping lane spliced at the scene by the prefabricated tube coupling of more piece and
Into, this kind of mode causes the splicing seams of piping lane more, and the waterproof requirement at splicing seams is high, and difficulty is big, for city integrated piping lane,
Using full prefabrication system, prefabricated piping lane weight is likely to be breached tens tons, causes factory to manufacture difficult, logistics transportation difficult and live
Installation difficulty, and construction cost is high.Existing prefabricated piping lane flank wall plate waterproofing node is reached anti-by using waterproof material closure
Water purpose, waterproof type is single, and when seepage occurs in waterproofing node, the cost of overhaul is high, difficulty is big.
In sum, the excellent piping lane of a kind of cost savings of exploitation, easy construction, water resistance is needed badly.
Utility model content
The purpose of this utility model is to provide the excellent piping lane of a kind of cost savings, easy construction, water resistance.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of piping lane, is spliced to form by multiple tube couplings, the tube coupling bag
Base plate, side plate and top board are included, the side plate bottom is embedded with branch sleeve, and the base plate is cast-in-place base plate, the cast-in-place base plate
Dowel is inside provided with, the dowel is fixedly connected with branch sleeve, the side plate includes interior plate and outer panel, the inner side
U-shaped mouth is formed between plate and outer panel, the top board includes prefabricated top board and in-situ layer, and the prefabricated top board is arranged on interior plate
Top, the in-situ layer is cast in the top surface of prefabricated top board and extends to U-shaped mouth bottom.The utility model each tube coupling has many
It is combined into cast-in-place part again after individual prefabricated component assembly, such tube coupling component is greatly simplified, while reducing production difficulty, fortune
Defeated and live hoisting difficulty is reduced, cost-effective, at the same using it is prefabricated and it is cast-in-place be combined by the way of carry out assembly, side
Plate is connected with cast-in-place base plate by branch sleeve and dowel, while being poured in U-shaped mouth between interior plate and outer panel
In-situ layer is integral, and structural integrity is good, link cost is relatively low, and waterproof is carried out using in-situ layer at splicing seams, and water resistance is excellent
Different, on the other hand, efficiency of construction is greatly improved, short construction period, and relative to cast-in-place pattern, the amount of casting and compacting of concrete substantially subtracts
It is few, reduce the workload of site operation.
Further, the either flush of the cast-in-place base plate in or higher than the U-shaped mouth bottom surface.Tube coupling splicing seams are mainly
U-shaped intraoral in-situ layer plays waterproof action, the either flush of cast-in-place base plate in or higher than the U-shaped mouth bottom surface, in this way, existing
Base plate is poured by the bottom splicing seams covering of the U-shaped mouth of tube coupling, splicing seams seepage of the water along the U-shaped mouth bottom of side plate can be prevented effectively from, carried
Water resistance high.
Further, it is described it is U-shaped it is intraoral be provided with the first seal plate, the both sides of first seal plate are located at the tube coupling respectively
Between splicing seams both sides.It is arranged such, between the tube coupling and waterproof effect of splicing seams can be increased.
Further, institute first states seal plate for steel plate, and reinforced mesh is welded with first seal plate.It is arranged such,
In-situ layer pours rear steel plate for sealing water and is anchored in in-situ layer together with reinforced mesh, the setting of reinforced mesh, considerably increases only
Anchor force of the water steel plate in in-situ layer.
Further, the side plate is provided with recess with the connection end of cast-in-place base plate.It is arranged such, increases and survey this and cast-in-place base plate
Contact area, that is, increase the cohesive force for surveying this and cast-in-place base plate, improve the globality of piping lane.
Further, the second seal plate is provided with the recess, the second seal plate side is anchored in side plate, opposite side
It is anchored in cast-in-place base plate.In this way, can effectively prevent water from being penetrated into the bottom of the connecting sewing of cast-in-place base plate along side plate, piping lane is improved
Waterproof effect.
Further, the prefabricated top board and interior plate are connected by template, and the side of the template is connected to prefabricated top board
Bottom, opposite side is connected to the inner side of interior plate..In this way, the breach of prefabricated top board and interior plate is blocked, anti-leak-stopping
Slurry；It is preferred that, prefabricated top board and interior plate are embedded with branch sleeve in prefabrication process, and template is fixed by bolt with branch sleeve
Connection, in this way, not only connect reliable, while after piping lane is molded, being reused after template is removable.It is preferred that, the outer panel
Top surface of the top surface higher than the interior plate.
Further, the prefabricated top board is embedded with structure muscle, and the structure muscle at least stretches out the top surface and anchor of prefabricated top board
Gu in in-situ layer.It is arranged such, prefabricated top board is more preferable with the globality of in-situ layer, and the intensity of in-situ layer is bigger, can be effective
Increase the ability of resistance to compression and the shearing resistance of in-situ layer.
Further, the side plate is provided with girder rib, the girder rib connection interior plate and outer panel and is exposed at U-shaped mouth
It is interior.Interior plate is connected with outer panel by girder rib, and the globality between interior plate and outer panel is more preferable, while being exposed at U-shaped
Intraoral girder rib is anchored in in-situ layer after in-situ layer is poured, three's good integrity, while increased U-shaped intraoral in-situ layer
Intensity.
Further, the interior plate is provided with prefabricated top board and stretches out reinforcing bar, and reinforcing bar is stretched out along inner side in the interior plate
Plate top surface stretches out, and the reinforcing bar that stretches out in the prefabricated top board extend out to interior plate top along the two sides of prefabricated top board.In this way, can
Increase the globality of interior plate, prefabricated top board and in-situ layer.
Further, the piping lane is longitudinally provided with prestressing force and wears muscle hole, and the prestressing force is equipped with presstressed reinforcing steel in wearing muscle hole.
In this way, before cast-in-place, tensioning is carried out by tube coupling by using prestress wire so that longitudinally disposed more piece tube coupling and
Prefabricated intermediate plate is closely coupled, and the gap between longitudinally disposed tube coupling and between prefabricated intermediate plate is reduced as far as possible, makes
Obtain its Mosaic face to be closely adjacent to, improve the globality and water proofing property of piping lane.
Further, the prestressing force wears the inside angle part that muscle hole sets base plate and side plate junction.
Further, the piping lane is divided into multiple pipe rooms, and at least one pipe room is drip chamber, and the top of the drip chamber is filter
Net, the drip chamber is located at the bottom of the piping lane；The drip chamber is provided with emergency outlet.In this way, water can be prevented letting out
Piping lane reclaimed water is separated in time during leakage is discharged, it is to avoid all kinds of pipelines and the normal of equipment are used in water influence piping lane.
Brief description of the drawings
The accompanying drawing for constituting a part of the present utility model is used for providing being further understood to of the present utility model, and this practicality is new
The schematic description and description of type is used to explain the utility model, does not constitute to improper restriction of the present utility model.
Fig. 1 is the structural representation of the piping lane involved by a kind of implementation method of the utility model；
Fig. 2 is the vertical cross section figure of the tube coupling involved by a kind of implementation method of the utility model；
Fig. 3 is the connecting node schematic diagram of the side plate involved by a kind of implementation method of the utility model and base plate；
Fig. 4 is the splash guard arrangement schematic diagram involved by a kind of implementation method of the utility model；
Fig. 5 is the template arrangement states schematic diagram involved by a kind of implementation method of the utility model.
In figure：
The prefabricated top board of 1 tube coupling, 2 base plate, 3 side plate 4
The in-situ layer of 6 interior plate of 5U types mouthful, 7 outer panel 8
The reinforced mesh of 9 structure muscle, 10 11 first seal plate of girder rib 12
The bolt of 13 splicing seams, 14 template, 15 branch sleeve 16
The dowel of 17 second seal plate, 18 recess 19
Specific embodiment
The utility model is described in detail below in conjunction with the accompanying drawings, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to protection domain of the present utility model.Additionally, those skilled in the art's retouching according to presents
State, respective combination can be carried out to the feature in embodiment in presents and in different embodiments.
The utility model embodiment is as follows, reference picture 1~3, and a kind of piping lane is spliced to form by multiple tube couplings 1, the tube coupling
1 includes base plate 2, side plate 3 and top board, and the bottom of the side plate 3 is embedded with branch sleeve 15, and the base plate 2 is cast-in-place base plate 2, institute
State in cast-in-place base plate 2 and be provided with dowel 19, the dowel 19 is fixedly connected with branch sleeve 15, the side plate 3 includes inner side
Plate 6 and outer panel 7, form U-shaped mouth 5 between the interior plate 6 and outer panel 7, the top board includes prefabricated top board 4 and in-situ layer
8, the prefabricated top board 4 is arranged on the top of interior plate 6, and the in-situ layer 8 is cast in the top surface of prefabricated top board 4 and extends to U-shaped
5 bottoms of mouth.The utility model each tube coupling 1 is combined into cast-in-place part again after having multiple prefabricated components assembly, such tube coupling 1
Component is greatly simplified, and while reducing production difficulty, the hoisting difficulty at transport and scene is reduced, cost-effective, while adopting
Assembly is carried out with the prefabricated and cast-in-place mode being combined, side plate 3 is connected with cast-in-place base plate 2 by branch sleeve 15 and dowel 19
Connect, while being poured in U-shaped mouth 5 between interior plate 6 and outer panel 7, in-situ layer 8 is integral, structural integrity is good, connect into
This is relatively low, and waterproof is carried out using in-situ layer 8 at splicing seams 13, and water resistance is excellent, and on the other hand, efficiency of construction is greatly improved,
Short construction period, relative to cast-in-place pattern, the amount of casting and compacting of concrete is significantly reduced, and reduces the workload of site operation.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 1~3, the top of the cast-in-place base plate 2
Face flushes in or higher than the bottom surface of the U-shaped mouth 5.In-situ layer 8 in the splicing seams 13 of tube coupling 1 mainly U-shaped mouth 5 plays waterproof work
With the either flush of, cast-in-place base plate 2 in or higher than the U-shaped mouth 5 bottom surface, in this way, cast-in-place base plate 2 is by tube coupling 1U types mouthful 5
Bottom splicing seams 13 are covered, and can be prevented effectively from splicing seams 13 seepage of the water along 5 bottoms of side plate 3U types mouthful, improve water resistance.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 4 is provided with first in the U-shaped mouth 5
Seal plate 11, the both sides of first seal plate 11 are located at the both sides of the splicing seams 13 between the tube coupling 1 respectively.So set
Put, between the tube coupling 1 and waterproof effect of splicing seams 13 can be increased.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 4, institute first states seal plate for steel plate,
Reinforced mesh 12 is welded with first seal plate 11.It is arranged such, in-situ layer 8 pours rear steel plate for sealing water and reinforced mesh 12
It is anchored at together in in-situ layer 8, the setting of reinforced mesh 12, considerably increases anchor force of the steel plate for sealing water in in-situ layer 8.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3, the side plate 3 and cast-in-place base plate 2
Connection end be provided with recess 18.It is arranged such, increases and survey this contact area with cast-in-place base plate 2, that is, increases and survey this and cast-in-place bottom
The cohesive force of plate 2, improves the globality of piping lane.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 3 is provided with second in the recess 18
Seal plate 17, the side of the second seal plate 17 is anchored in side plate 3, and opposite side is anchored in cast-in-place base plate 2.In this way, can have
Effect prevents water from being penetrated into the bottom of the connecting sewing of cast-in-place base plate 2 along side plate 3, improves the waterproof effect of piping lane.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5, the prefabricated top board 4 and interior plate
6 are connected by template 14, and the side of the template 14 is connected to the bottom of prefabricated top board 4, and opposite side is connected to the interior of interior plate 6
Side..In this way, the breach of prefabricated top board 4 and interior plate 6 is blocked, mortar leakage prevention；It is preferred that, prefabricated top board 4 and interior plate 6
Branch sleeve 15 is embedded with prefabrication process, template 14 is fixedly connected by bolt 16 with branch sleeve 15, in this way, not only connecting
Reliability is connect, while after piping lane is molded, being reused after template 14 is removable.It is preferred that, the top surface of the outer panel 7 is interior higher than described
The top surface of side plate 6.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 5, the prefabricated top board 4 is pre-
Structure muscle 9 is embedded with, the structure muscle 9 at least stretches out the top surface of prefabricated top board 4 and is anchored in in-situ layer 8.It is arranged such, it is prefabricated
Top board 4 is more preferable with the globality of in-situ layer 8, and the intensity of in-situ layer 8 is bigger, can be effectively increased the resistance to compression and shearing resistance of in-situ layer 8
Ability.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 2 and Fig. 5, the side plate 3 is provided with purlin
Frame muscle 10, the connection interior plate 6 of the girder rib 10 and outer panel 7 are simultaneously exposed in U-shaped mouth 5.Interior plate 6 passes through with outer panel 7
Girder rib 10 is connected, and the globality between interior plate 6 and outer panel 7 is more preferable, while the girder rib 10 being exposed in U-shaped mouth 5 exists
In-situ layer 8 is anchored in in-situ layer 8 after pouring, three's good integrity, while increased the intensity of in-situ layer 8 in U-shaped mouth 5.
On the basis of above-described embodiment, in another embodiment of the utility model, such as Fig. 5, the interior plate 6 and prefabricated top board
4 are provided with and stretch out reinforcing bar, and the reinforcing bar that stretches out in the interior plate 6 stretches out along the top surface of interior plate 6, stretching out in the prefabricated top board 4
Reinforcing bar extend out to the top of interior plate 6 along the two sides of prefabricated top board 4.In this way, interior plate 6, prefabricated top board 4 and in-situ layer can be increased
8 globality.
On the basis of above-described embodiment, in another embodiment of the utility model, the piping lane is longitudinally provided with prestressing force and wears muscle
Hole, the prestressing force is equipped with presstressed reinforcing steel in wearing muscle hole.In this way, before cast-in-place, by using prestress wire by pipe
Section 1 carries out tensioning so that longitudinally disposed more piece tube coupling 1 and prefabricated intermediate plate is closely coupled, longitudinal direction is reduced as far as possible and is set
Gap between the tube coupling 1 put and between prefabricated intermediate plate so that its Mosaic face is closely adjacent to, improve piping lane globality and
Water proofing property.
On the basis of above-described embodiment, in another embodiment of the utility model, the prestressing force wear muscle hole set base plate 2 with
The inside angle part of the junction of side plate 3.
On the basis of above-described embodiment, in another embodiment of the utility model, the piping lane is divided into multiple pipe rooms, at least one
Individual pipe room is drip chamber, and the top of the drip chamber is filter screen, and the drip chamber is located at the bottom of the piping lane；The drip chamber
It is provided with emergency outlet.Discharged in this way, can prevent piping lane reclaimed water is separated in time when water is leaked, it is to avoid water influence pipe
All kinds of pipelines and the normal of equipment are used in corridor.
The above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (10)
1. a kind of piping lane, is spliced to form by multiple tube couplings, and the tube coupling includes base plate, side plate and top board, it is characterised in that described
Side plate bottom is embedded with branch sleeve, and the base plate is cast-in-place base plate, and dowel, the dowel are provided with the cast-in-place base plate
It is fixedly connected with branch sleeve, the side plate includes interior plate and outer panel, forms U-shaped between the interior plate and outer panel
Mouthful, the top board includes prefabricated top board and in-situ layer, and the prefabricated top board is arranged on interior plate top, and the in-situ layer is cast in
The top surface of prefabricated top board simultaneously extends to U-shaped mouth bottom.
2. piping lane according to claim 1, its characteristic is, the either flush of the cast-in-place base plate is in or higher than the U
The bottom surface of type mouthful.
3. piping lane according to claim 1, its characteristic is, it is described it is U-shaped it is intraoral be provided with the first seal plate, described first stops
The both sides of water plate are located at the both sides of the splicing seams between the tube coupling respectively.
4. piping lane according to claim 3, it is characterised in that the seal plate is steel plate, is welded with the seal plate
Reinforced mesh.
5. piping lane according to claim 3, its characteristic is that the side plate is provided with recess with the connection end of cast-in-place base plate.
6. piping lane according to claim 5, its characteristic is that the second seal plate is provided with the recess, and described second stops
Water plate side is anchored in side plate, and opposite side is anchored in cast-in-place base plate.
7. the piping lane according to claim 1~6 any one, its characteristic is that the prefabricated top board and interior plate pass through
Template is connected, and the side of the template is connected to prefabricated top board bottom, and opposite side is connected to the inner side of interior plate.
8. piping lane according to claim 7, it is characterised in that the prefabricated top board is embedded with structure muscle, the structure muscle
At least stretch out the top surface of prefabricated top board and be anchored in in-situ layer.
9. piping lane according to claim 8, it is characterised in that the side plate is provided with girder rib, in the girder rib connection
Side plate and outer panel are simultaneously exposed at U-shaped intraoral.
10. piping lane according to claim 9, it is characterised in that the interior plate is provided with prefabricated top board and stretches out reinforcing bar, institute
The reinforcing bar that stretches out stated in interior plate is stretched out along inner side plate top surface, and both sides of the reinforcing bar along prefabricated top board are stretched out in the prefabricated top board
Face extend out to interior plate top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172169.6U CN206189454U (en) | 2016-11-02 | 2016-11-02 | Piping lane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621172169.6U CN206189454U (en) | 2016-11-02 | 2016-11-02 | Piping lane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189454U true CN206189454U (en) | 2017-05-24 |
Family
ID=58733266
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621172169.6U Active CN206189454U (en) | 2016-11-02 | 2016-11-02 | Piping lane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189454U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130634A (en) * | 2017-06-28 | 2017-09-05 | 中建科技湖南有限公司 | A kind of noncontact attachment structure of the prefabricated piping lane of split-type |
| CN107882060A (en) * | 2017-12-17 | 2018-04-06 | 中铁四局集团市政工程有限公司 | Two prefabricated cabin assembly Pipe racks of superposed type and its construction method |
| CN109811791A (en) * | 2017-11-19 | 2019-05-28 | 青岛中科坤泰装配建筑科技有限公司 | A kind of prefabricated assembled pipe gallery |
| CN109811790A (en) * | 2017-11-19 | 2019-05-28 | 青岛中科坤泰管廊有限公司 | A kind of prefabricated assembled pipe gallery |
-
2016
- 2016-11-02 CN CN201621172169.6U patent/CN206189454U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107130634A (en) * | 2017-06-28 | 2017-09-05 | 中建科技湖南有限公司 | A kind of noncontact attachment structure of the prefabricated piping lane of split-type |
| CN109811791A (en) * | 2017-11-19 | 2019-05-28 | 青岛中科坤泰装配建筑科技有限公司 | A kind of prefabricated assembled pipe gallery |
| CN109811790A (en) * | 2017-11-19 | 2019-05-28 | 青岛中科坤泰管廊有限公司 | A kind of prefabricated assembled pipe gallery |
| CN107882060A (en) * | 2017-12-17 | 2018-04-06 | 中铁四局集团市政工程有限公司 | Two prefabricated cabin assembly Pipe racks of superposed type and its construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206189455U (en) | Piping lane | |
| CN106677787B (en) | Vertical shaft repairing and reinforcement structure and repairing and reinforcement construction method | |
| CN206189454U (en) | Piping lane | |
| CN105862916A (en) | Superimposed assembled type underground pipe gallery system and construction and manufacturing process | |
| CN105839667B (en) | The construction manufacture craft of complete prefabricated overlapping assembled underground pipe gallery | |
| CN105839666A (en) | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof | |
| CN205662947U (en) | Coincide assembled underground pipe gallery system | |
| CN104805866A (en) | Prefabricated comprehensive pipe gallery and construction method | |
| CN104831752B (en) | Prefabricated inspection well and construction method thereof | |
| CN109024679A (en) | A kind of supporting and the integrated system of Pipe rack and construction method | |
| CN204753627U (en) | Prefabricated comprehensive piping lane | |
| CN107816117A (en) | A kind of large-scale pressure current box culvert is not cut off the water outer restorative procedure | |
| CN113668612A (en) | Modular combined prefabricated electric power working well and construction method thereof | |
| CN209873873U (en) | Prefabricated assembled power pipeline working well | |
| CN206693265U (en) | A kind of installation node of piping lane | |
| CN110295624A (en) | Crossroad underground pedestrian walk and pipe gallery build structure and its construction method jointly | |
| CN207553135U (en) | A kind of pipe gallery | |
| CN206189458U (en) | Multi -deck formula piping lane | |
| CN206189456U (en) | Three cabin piping lanes | |
| CN111636875A (en) | Construction method of vertical shaft locking ring for underground excavation construction of subway | |
| CN206815373U (en) | A kind of piping lane | |
| CN212582739U (en) | Prefabricated grout of concrete seals assembled inspection shaft | |
| CN209686448U (en) | A kind of prefabricated assembled pipe gallery of sheet hydrant and its piping lane unit | |
| KR20050017815A (en) | Construction and design method about center wall of two arch tunnel excavation method | |
| CN209686449U (en) | A kind of prefabricated assembled pipe gallery of sheet hydrant and its piping lane unit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: China Civil Architecture Friends Technology (Jiaozhou) Co., Ltd. Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: 2018430000023 Denomination of utility model: Integrally movable mould frame for pipe rack cast-in-site construction Granted publication date: 20170524 License type: Common License Record date: 20190102 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Nanning Zhongmin zhuyou Intelligent Manufacturing Technology Co., Ltd Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: X2019430000004 Denomination of utility model: Integrally movable mould frame for pipe rack cast-in-site construction Granted publication date: 20170524 License type: Common License Record date: 20191105 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Xiangxi Zhongmin zhuyou Technology Co., Ltd Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: X2020430000002 Denomination of utility model: Integrally movable mould frame for pipe rack cast-in-site construction Granted publication date: 20170524 License type: Common License Record date: 20200305 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 5 / F, office building 2, Zhongmin zhuyou Co., Ltd., No. 10, Zhongshi Road, shaping street, Kaifu District, Changsha City, Hunan Province, 410000 Patentee after: Zhuyou Zhizao Technology Investment Co., Ltd Address before: 410205 comprehensive building in Hunan province Changsha Kaifu District, No. 30 Xingang Road, Changsha Jinxia bonded logistics center room 2005 Patentee before: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT Ltd. |
|
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Nantong Zhongmin zhuyou Zhizao Technology Co., Ltd Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2020980007488 Denomination of utility model: A kind of pipe gallery Granted publication date: 20170524 License type: Common License Record date: 20201105 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Hunan Yuanfeng Construction Engineering Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980000884 Denomination of utility model: A kind of pipe gallery Granted publication date: 20170524 License type: Common License Record date: 20210203 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Hunan Hailong Construction Engineering Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980001039 Denomination of utility model: A kind of pipe gallery Granted publication date: 20170524 License type: Common License Record date: 20210207 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Henan fengque Construction Engineering Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980010621 Denomination of utility model: Pipe gallery Granted publication date: 20170524 License type: Common License Record date: 20211019 |
|
| EE01 | Entry into force of recordation of patent licensing contract |