CN110065148A - A kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device - Google Patents
A kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device Download PDFInfo
- Publication number
- CN110065148A CN110065148A CN201910473290.4A CN201910473290A CN110065148A CN 110065148 A CN110065148 A CN 110065148A CN 201910473290 A CN201910473290 A CN 201910473290A CN 110065148 A CN110065148 A CN 110065148A
- Authority
- CN
- China
- Prior art keywords
- internal model
- trolley
- interior mould
- supporting legs
- mould trolley
- 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.)
- Granted
Links
- 238000009417 prefabrication Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 claims abstract description 14
- 238000006073 displacement reaction Methods 0.000 claims description 9
- 239000007787 solid Substances 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims description 2
- 230000003319 supportive effect Effects 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 2
- 238000005516 engineering process Methods 0.000 abstract description 4
- 230000001737 promoting effect Effects 0.000 abstract description 2
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000000465 moulding Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000007704 transition Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 230000010485 coping Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
- B28B7/30—Cores; Mandrels adjustable, collapsible, or expanding
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Mounting, Exchange, And Manufacturing Of Dies (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention relates to immersed tube prefabricated construction technology construction applications, in particular to a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device.Including interior mould trolley, interior mould trolley lower end is provided at least two internal model fixed supporting legs and at least two internal model movable supporting legs；Internal model fixed supporting leg is that upper end is fixed in interior mould trolley the support construction that can shrink stretching, extension along the vertical direction；Internal model movable supporting legs be upper end can along longitudinal direction and slide laterally be connected to interior mould trolley, lower end can shrink the support construction of stretching, extension along the vertical direction；Internal model fixed supporting leg with internal model movable supporting legs are longitudinally spaced is arranged in interior mould trolley.Walking structure of the invention can be realized internal mould trolley and longitudinally, laterally adjust with the position of vertical direction, improve the efficiency of immersed tube pouring construction, have great promotional value.
Description
Technical field
The present invention relates to immersed tube prefabricated construction technology construction applications, in particular to a kind of sinking pipe tunnel prefabrication of tube section row
Lane internal model trolley running device.
Background technique
In immersed tube tunnel prefabrication of tube section work progress, runway internal model needs transition repeatedly, Lai Shixian immersed tube pipeline section
It is segmented prefabricated.Traditional internal model transition either had using artificial dismounting mode the needle-like beam trolley of nose girder by entire internal model into
Row transhipment.Internal model carries out transition using artificial dismounting mode, and dismounting project amount is big, is added significantly to construction period and cost, raw
Produce low efficiency；Entire internal model is carried out by transition using the needle-like beam trolley with nose girder, than manually dismounting the easy to use of mode,
But the needle-like beam trolley structure itself with nose girder, from great, space occupied is also big, increases construction cost, and internal model and
Trolley is to be moved away, and when mobile every time, is after the needle-like beam with nose girder is first moved forward to next precast segment position, then
Internal model is moved to next precast segment position on needle-like beam, movement is needed interior mould trolley could to be transported to position twice.
Summary of the invention
The purpose of the present invention is to solve the deficiency of the above background technology, provides a kind of sinking pipe tunnel prefabrication of tube section
Runway internal model trolley running device.
The technical solution of the present invention is as follows: a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device, packet
Include interior mould trolley, it is characterised in that: the interior mould trolley lower end is provided at least two internal model fixed supporting legs and at least two
Mould movable supporting legs；The internal model fixed supporting leg is that upper end is fixed in interior mould trolley the support knot that can shrink stretching, extension along the vertical direction
Structure；The internal model movable supporting legs be upper end can along longitudinal direction and slide laterally be connected to interior mould trolley, lower end can receive along the vertical direction
Contract the support construction stretched；The internal model fixed supporting leg with internal model movable supporting legs are longitudinally spaced is arranged in interior mould trolley.
The further internal model movable supporting legs include the first internal model crossbeam along horizontal cross arrangement；First internal model
Internal model piston shoes are provided on crossbeam；It is sliding that the internal model piston shoes are slidably connected to the horizontal longitudinally arranged internal model of interior mould trolley lower end edge
On rail, it is provided with the first internal model crossbeam of driving between internal model piston shoes and internal model sliding rail and interior mould trolley generates longitudinally opposed displacement
Internal model driving structure.
The further internal model driving structure includes the internal model counter-force seat and internal model longitudinal direction oil cylinder for being connected to internal model sliding rail；
In internal model counter-force seat, the other end is articulated and connected in internal model piston shoes for internal model longitudinal direction oil cylinder one end articulated connection
The further internal model piston shoes can be slidably connected to the first internal model crossbeam along horizontal transverse direction；In described first
Internal model transverse direction oil cylinder is provided on mould crossbeam；In internal model piston shoes, the other end is fixed for internal model transverse direction oil cylinder one end articulated connection
On the first internal model crossbeam.
It further include further the first inner mold base and the first internal model jacking cylinder；First inner mold base is located at first
Internal model below the crossbeam；The first internal model jacking cylinder is arranged in a vertical direction, and upper end is fixed on the first internal model crossbeam, lower end
It is fixed in the first inner mold base.
Multiple first internal model through-holes are offered in further first inner mold base；It is worn in the first internal model through-hole
Equipped with the first internal model supporting leg that can be moved along the vertical direction.
It is provided between further two adjacent groups internal model movable supporting legs along horizontal longitudinally arranged internal model attachment beam.
The further internal model fixed supporting leg includes the second internal model crossbeam for being fixed on interior mould trolley lower end；Described second
Internal model crossbeam lower end is equipped with the second vertical internal model jacking cylinder；The lower end of the second internal model jacking cylinder has been provided with branch
Second inner mold base of support effect.
Multiple second internal model through-holes are offered in further second inner mold base；It is worn in the second internal model through-hole
Equipped with the second internal model supporting leg that can be moved along the vertical direction.
The further internal model fixed supporting leg is located at longitudinal both ends of interior mould trolley, and internal model movable supporting legs are located at interior die station
In interior mould trolley between the internal model fixed supporting leg of two groups of vehicle longitudinal direction both ends.
Advantages of the present invention has: 1, interior by the way that internal model movable supporting legs and internal model fixed supporting leg are arranged below interior mould trolley
Mould movable supporting legs replace support with internal model fixed supporting leg, and internal model movable supporting legs drive interior mould trolley to move along the vertical and lateral, real
Now the vertical and horizontal of internal mould trolley and inside molding plate adjust, and driving structure is located at below interior mould trolley, without in structure
Complicated interior mould trolley longitudinal direction arranges pulling equipment, and driving method is simple, efficient, can increase substantially immersed tube prefabricated
Efficiency；
2, by the fit structure of internal model piston shoes and internal model sliding rail, it can be realized interior mould trolley and internal model living moved between supporting leg
Relative sliding, sliding type is simple, and it is mobile that the composite structure of internal model piston shoes and internal model sliding rail is also able to achieve internal mould trolley
Guiding；
3, by the composite structure of internal model counter-force seat and internal model longitudinal direction oil cylinder, realize in mould trolley and internal model movable supporting legs it
Between relative displacement, driving method is simple, efficiently；
4, internal model movable supporting legs can be realized by the first internal model jacking cylinder and the second internal model jacking cylinder and internal model is solid
Determine the alternating support of supporting leg, and internal model movable supporting legs can be realized the stepping of interior mould trolley with the support that replaces of internal model fixed supporting leg
Formula is mobile, realizes the position adjustment of vertical and horizontal；
5, by the first internal model supporting leg and the second internal model supporting leg, can when supporting surface is on out-of-flatness structural plane,
The supporting surface for coping with labyrinth, improves the versatility of entire walking structure.
Walking structure of the invention can be realized internal mould trolley and longitudinally, laterally adjust with the position of vertical direction, improve
The efficiency of immersed tube pouring construction, and traveling mode is simple, efficient, has great promotional value.
Detailed description of the invention
Fig. 1: the side view of running gear of the invention；
Fig. 2: the main view of internal model fixed supporting leg of the invention；
Fig. 3: the main view of internal model movable supporting legs of the invention；
Wherein: 11-interior mould trolleys；12-internal model movable supporting legs；121-the first internal model crossbeam；122-internal model piston shoes；
123-internal model sliding rails；124-internal model counter-force seats；125-internal model longitudinal direction oil cylinders；126-internal model transverse direction oil cylinders；In 127-the first
Mould pedestal；128-the first internal model jacking cylinder；129-the first internal model supporting leg；1210-internal model attachment beams；13-internal models are solid
Determine supporting leg；131-the second internal model crossbeam；132-the second internal model jacking cylinder；133-the second inner mold base；In 134-the second
Mould supporting leg.
Specific embodiment
The following further describes the present invention in detail with reference to the accompanying drawings and specific embodiments.
The running gear of the present embodiment is located at the lower section of interior mould trolley 11, has interior mould trolley 11 longitudinally, laterally and perpendicular
The function of adjusting to position, interior 11 lower end of mould trolley is provided at least two internal model fixed supporting legs 13 and at least two internal model activities
Supporting leg 12, as shown in Figures 1 to 3, the present embodiment are two internal model fixed supporting legs 13 and two internal model movable supporting legs 12, two internal models
Fixed supporting leg 13 is located at longitudinal both ends of interior mould trolley 11, and two internal model movable supporting legs 12 are located at the fixed branch of two internal models
Between leg 13, it is provided between two groups of internal model movable supporting legs 12 along horizontal longitudinally arranged internal model attachment beam 1210, passes through internal model
The connection of attachment beam 1210 forms overall structure.
As shown in Figures 1 to 3, internal model fixed supporting leg 13 is fixed on to shrink along the vertical direction in interior mould trolley 11 and stretch for upper end
The support construction of exhibition, internal model movable supporting legs 12 include the first internal model crossbeam 121 along horizontal cross arrangement, the first internal model crossbeam
Internal model piston shoes 122 are provided on 121, it is horizontal longitudinally arranged interior that internal model piston shoes 122 are slidably connected to interior 11 lower end edge of mould trolley
On mould sliding rail 123, the first internal model crossbeam of driving 121 and interior mould trolley 11 are provided between internal model piston shoes 122 and internal model sliding rail 123
The internal model longitudinal direction oil cylinder 125 of longitudinally opposed displacement is generated, internal model counter-force seat 124, internal model longitudinal oil are installed on internal model sliding rail 123
The articulated connection of 125 one end of cylinder is articulated and connected in internal model counter-force seat 124, the other end in internal model piston shoes 122, passes through internal model longitudinal direction oil cylinder
125 the first internal model crossbeams of driving 121 generate longitudinally opposed displacement with interior mould trolley 11.When 12 lower end of internal model movable supporting legs is fixed
Afterwards, by driving internal model longitudinal direction oil cylinder 125 that interior mould trolley 11 can be made to move longitudinally, when 12 lower end of internal model movable supporting legs does not have
Fixed, driving internal model longitudinal direction oil cylinder 125 can be such that internal model movable supporting legs 12 move along internal model sliding rail 123.
As shown in figs. 1 and 3, the interior mould trolley 11 of the present embodiment has the function of that transverse shifting, internal model piston shoes 122 can be along water
Flat transverse direction is slidably connected to the first internal model crossbeam 121, and internal model transverse direction oil cylinder 126 is provided on the first internal model crossbeam 121, interior
126 one end of mould transverse direction oil cylinder is articulated and connected in internal model piston shoes 122, and the other end is fixed on the first internal model crossbeam 121.Likewise,
The transverse shifting of interior mould trolley 11 is similar to longitudinal movement and adjusts, and after 12 lower end of internal model movable supporting legs is fixed, passes through driving
Internal model transverse direction oil cylinder 126 can be such that interior mould trolley 11 laterally moves, when 12 lower end of internal model movable supporting legs is not fixed, in driving
Mould transverse direction oil cylinder 126 can be such that internal model movable supporting legs 12 laterally move.
The interior mould trolley 11 of the present embodiment has the function of vertical adjustment, as shown in figure 3,121 lower section of the first internal model crossbeam
It is provided with the first inner mold base 127, cloth along the vertical direction is installed between the first inner mold base 127 and the first internal model crossbeam 121
The the first internal model jacking cylinder 128 set, by driving the first internal model jacking cylinder 128 to can be realized the perpendicular of internal mould trolley 11
To adjusting.First inner mold base 127 is used to support on flat face, i.e., when the lower section of internal model movable supporting legs 12 is flat face,
It is supported on flat face by the first inner mold base 127, maintains the stability of entire internal model movable supporting legs 12.When internal model activity branch
It when the lower section of leg 12 is non-flat faces directly, for example is the structures such as steel reinforcement cage, the present embodiment offers more in the first inner mold base 127
A first internal model through-hole is equipped with the first internal model supporting leg 129 that can be moved along the vertical direction in the first internal model through-hole.Pass through
One internal model supporting leg 129 passes through steel reinforcement cage and then supports on the ground, maintains the stability of entire internal model movable supporting legs 12.
As shown in Fig. 2, being the structural schematic diagram of internal model fixed supporting leg 13, internal model fixed supporting leg 13 needs the function of realizing
It is to vertically jack interior mould trolley 11, therefore internal model fixed supporting leg 13 includes being fixed in the second of interior 11 lower end of mould trolley
Mould crossbeam 131,131 lower end of the second internal model crossbeam are equipped with the second vertical internal model jacking cylinder 132, the second internal model jacking cylinder
132 lower end is provided with the second inner mold base 133 to play a supportive role.Likewise, it is directed to different supporting surfaces, the present embodiment
Internal model fixed supporting leg 13 offers multiple second internal model through-holes in the second inner mold base 133, is equipped in the second internal model through-hole
The the second internal model supporting leg 134 that can be moved along the vertical direction.
Inner formwork system 1 when in use, first passes through interior mould trolley 11 and carries out position adjusting, when the internal mould trolley 11 of needs carries out
When length travel adjusts, the first internal model jacking cylinder 128 of stretching, extension makes the support of the first inner mold base 127 on the ground, when ground is put
When being equipped with the out-of-flatnesses structure such as steel reinforcement cage, the position of adjustable first internal model supporting leg 129 passes through steel reinforcement cage and is supported in
On ground.The second internal model jacking cylinder 132 is shunk, the second inner mold base 133 is made to be detached from ground, interior mould trolley 11 entire at this time
Weight is transferred on internal model movable supporting legs 12, driving internal model longitudinal direction oil cylinder 125 so that interior mould trolley 11 is moved longitudinally, alternately into
Row, until interior mould trolley 11 moves longitudinally in place.
Similarly when interior mould trolley 11 needs to carry out lateral displacement adjustment, interior 11 weight of mould trolley is transferred to internal model
After on movable supporting legs 12, by driving internal model transverse direction oil cylinder 126 to realize, the lateral displacement of internal mould trolley 11 is adjusted, if internal model
Adjustment requirement is not achieved in 126 1 strokes of lateral oil cylinder, can stretch the second inner mold base 133 the first inner mold base 127 of retraction
Interior 11 weight of mould trolley is transferred on internal model fixed supporting leg 13, driving internal model transverse direction oil cylinder 126 makes interior mould trolley 11 and first
Laterally opposed displacement is generated between internal model crossbeam 121, and interior 11 weight of mould trolley is then transferred to internal model movable supporting legs 12 again
On, internal model transverse direction oil cylinder 126 is driven, alternately, until lateral displacement adjustment is completed.
After the vertical and horizontal of interior mould trolley 11 are adjusted in place, the inside backform in interior mould trolley 11 needs to mold
When, mould trolley 11 in entire can be made by driving the first internal model jacking cylinder 128 and the second internal model jacking cylinder 132 simultaneously
It is moved along the vertical direction together with internal model backform, achievees the purpose that vertically to adjust.
After the completion of the position of interior mould trolley 11 is adjusted, inside molding plate is molded, it is complete to concrete after the completion of pouring
Stablize, demoulding processing is carried out to inside molding plate, is then alternately driven by internal model movable supporting legs 12 and internal model fixed supporting leg 13
Mould trolley 11 carries out longitudinally moving to next segmental construction position together with inside molding plate in dynamic.
As shown in Figure 1, the longitudinal direction of the present embodiment refers to the up and down direction in Fig. 1, laterally refer to the direction of vertical drawing in Fig. 1,
Vertical direction refers to the left and right directions in Fig. 1.
The basic principles, main features and advantages of the present invention have been shown and described above.The technology of the industry
Personnel are it should be appreciated that the present invention is not limited to the above embodiments, and the above embodiments and description only describe this
The principle of invention, various changes and improvements may be made to the invention without departing from the spirit and scope of the present invention, these changes
Change and improvement all fall within the protetion scope of the claimed invention.The claimed scope of the invention by appended claims and its
Equivalent defines.
Claims (10)
1. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device, including interior mould trolley (11), feature
Be: interior mould trolley (11) lower end is provided at least two internal model fixed supporting legs (13) and at least two internal model movable supporting legs
(12)；The internal model fixed supporting leg (13) is that upper end is fixed on interior mould trolley (11) support that can shrink stretching, extension along the vertical direction
Structure；The internal model movable supporting legs (12) be upper end can along longitudinal direction and slide laterally be connected to interior mould trolley (11), lower end can edge
Vertical direction shrinks the support construction of stretching, extension；The internal model fixed supporting leg (13) and internal model movable supporting legs (12) longitudinally spaced cloth
It is placed on interior mould trolley (11).
2. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as described in claim 1, feature
Be: the internal model movable supporting legs (12) include the first internal model crossbeam (121) along horizontal cross arrangement；First internal model is horizontal
Internal model piston shoes (122) are provided on beam (121)；The internal model piston shoes (122) are slidably connected to interior mould trolley (11) lower end edge water
It puts down on longitudinally arranged internal model sliding rail (123), is provided between internal model piston shoes (122) and internal model sliding rail (123) in driving first
Mould crossbeam (121) and interior mould trolley (11) generate the internal model driving structure of longitudinally opposed displacement.
3. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as claimed in claim 2, feature
Be: the internal model driving structure includes the internal model counter-force seat (124) and internal model longitudinal direction oil cylinder for being connected to internal model sliding rail (123)
(125)；The articulated connection of internal model longitudinal direction oil cylinder (125) one end is articulated and connected in internal model counter-force seat (124), the other end in internal model
Piston shoes (122).
4. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as claimed in claim 2, feature
Be: the internal model piston shoes (122) can be slidably connected to the first internal model crossbeam (121) along horizontal transverse direction；In described first
Internal model transverse direction oil cylinder (126) is provided on mould crossbeam (121)；The internal model transverse direction oil cylinder (126) one end is articulated and connected in internal model
Piston shoes (122), the other end are fixed on the first internal model crossbeam (121).
5. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as described in claim 2~4 is any,
It is characterized by also including the first inner mold bases (127) and the first internal model jacking cylinder (128)；First inner mold base
(127) it is located at below the first internal model crossbeam (121)；The first internal model jacking cylinder (128) is arranged in a vertical direction, and upper end is solid
It is scheduled on the first internal model crossbeam (121), lower end is fixed on the first inner mold base (127).
6. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as claimed in claim 5, feature
It is: offers multiple first internal model through-holes on first inner mold base (127)；Being equipped in the first internal model through-hole can
The the first internal model supporting leg (129) moved along the vertical direction.
7. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as described in claim 1, feature
It is: is provided between two adjacent groups internal model movable supporting legs (12) along horizontal longitudinally arranged internal model attachment beam (1210).
8. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as described in claim 1, feature
Be: the internal model fixed supporting leg (13) includes the second internal model crossbeam (131) for being fixed on interior mould trolley (11) lower end；Described
Two internal model crossbeam (131) lower ends are equipped with the second vertical internal model jacking cylinder (132)；The second internal model jacking cylinder
(132) lower end is provided with the second inner mold base (133) to play a supportive role.
9. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as claimed in claim 8, feature
It is: offers multiple second internal model through-holes on second inner mold base (133)；Being equipped in the second internal model through-hole can
The the second internal model supporting leg (134) moved along the vertical direction.
10. a kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device as described in claim 1, feature
Be: the internal model fixed supporting leg (13) is located at longitudinal both ends of interior mould trolley (11), and internal model movable supporting legs (12) are located at internal model
In interior mould trolley (11) between the internal model fixed supporting leg (13) of two groups of the both ends in trolley (11) longitudinal direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910473290.4A CN110065148B (en) | 2019-05-31 | 2019-05-31 | Novel immersed tube tunnel pipe section prefabricated traffic lane centre form platform truck is walked device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910473290.4A CN110065148B (en) | 2019-05-31 | 2019-05-31 | Novel immersed tube tunnel pipe section prefabricated traffic lane centre form platform truck is walked device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110065148A true CN110065148A (en) | 2019-07-30 |
| CN110065148B CN110065148B (en) | 2024-03-22 |
Family
ID=67372282
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910473290.4A Active CN110065148B (en) | 2019-05-31 | 2019-05-31 | Novel immersed tube tunnel pipe section prefabricated traffic lane centre form platform truck is walked device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110065148B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110451295A (en) * | 2019-09-05 | 2019-11-15 | 上海振华重工(集团)股份有限公司 | A kind of large size adjustable jacking slide device and its gliding method |
| CN111749276A (en) * | 2020-05-21 | 2020-10-09 | 中交第二航务工程局有限公司 | Construction method and system for conversion of immersed tube prefabricated top plate steel bar system |
| CN111775285A (en) * | 2020-07-22 | 2020-10-16 | 青海平兴建设集团有限公司 | Use method of adjustable mould machine for assembled concrete wallboard |
| CN116692525A (en) * | 2023-08-03 | 2023-09-05 | 南通泰胜蓝岛海洋工程有限公司 | Sea wind pipe pile bidirectional transferring equipment and ship-on transferring method thereof |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1541979A (en) * | 1967-10-26 | 1968-10-11 | Bochumer Eisen Heintzmann | Formwork device for the construction of concrete tunnels |
| JPH0396598A (en) * | 1989-09-07 | 1991-04-22 | Tobishima Corp | Movable form for tunnel |
| CN201546737U (en) * | 2009-11-24 | 2010-08-11 | 广汉金达隧道机械有限公司 | Built-out door frame type steel mould trolley |
| CN104594918A (en) * | 2014-12-31 | 2015-05-06 | 上海市机械施工集团有限公司 | Split integrated underground passage steel mold plate trolley and construction method thereof |
| CN205704660U (en) * | 2016-04-25 | 2016-11-23 | 中铁隧道集团二处有限公司 | Demoulding tunnel, self-propelled hydraulic location immersed tube tube coupling prefab-form |
| CN108277825A (en) * | 2018-03-14 | 2018-07-13 | 长沙进军机械有限公司 | A kind of binary channels piping lane trolley tooling |
| CN109356616A (en) * | 2018-11-02 | 2019-02-19 | 广州市高速公路有限公司 | Subsidence-style tunnel roof plate template trolley device |
| CN109457619A (en) * | 2018-12-11 | 2019-03-12 | 中交第二航务工程局有限公司 | A kind of mobile bracket of composite multi-functional for concrete girder cast-in-place construction |
| US20190152102A1 (en) * | 2016-07-22 | 2019-05-23 | Pascal Engineering Corporation | Mold conveyance trolley |
| CN210651221U (en) * | 2019-05-31 | 2020-06-02 | 中交武汉港湾工程设计研究院有限公司 | Novel travelling device of inner mold trolley of prefabricated roadway of immersed tube tunnel pipe section |
-
2019
- 2019-05-31 CN CN201910473290.4A patent/CN110065148B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1541979A (en) * | 1967-10-26 | 1968-10-11 | Bochumer Eisen Heintzmann | Formwork device for the construction of concrete tunnels |
| JPH0396598A (en) * | 1989-09-07 | 1991-04-22 | Tobishima Corp | Movable form for tunnel |
| CN201546737U (en) * | 2009-11-24 | 2010-08-11 | 广汉金达隧道机械有限公司 | Built-out door frame type steel mould trolley |
| CN104594918A (en) * | 2014-12-31 | 2015-05-06 | 上海市机械施工集团有限公司 | Split integrated underground passage steel mold plate trolley and construction method thereof |
| CN205704660U (en) * | 2016-04-25 | 2016-11-23 | 中铁隧道集团二处有限公司 | Demoulding tunnel, self-propelled hydraulic location immersed tube tube coupling prefab-form |
| US20190152102A1 (en) * | 2016-07-22 | 2019-05-23 | Pascal Engineering Corporation | Mold conveyance trolley |
| CN108277825A (en) * | 2018-03-14 | 2018-07-13 | 长沙进军机械有限公司 | A kind of binary channels piping lane trolley tooling |
| CN109356616A (en) * | 2018-11-02 | 2019-02-19 | 广州市高速公路有限公司 | Subsidence-style tunnel roof plate template trolley device |
| CN109457619A (en) * | 2018-12-11 | 2019-03-12 | 中交第二航务工程局有限公司 | A kind of mobile bracket of composite multi-functional for concrete girder cast-in-place construction |
| CN210651221U (en) * | 2019-05-31 | 2020-06-02 | 中交武汉港湾工程设计研究院有限公司 | Novel travelling device of inner mold trolley of prefabricated roadway of immersed tube tunnel pipe section |
Non-Patent Citations (2)
| Title |
|---|
| 刘翔;: "超长大跨涵隧内、外模台车设计与施工技术", 企业技术开发, no. 02 * |
| 阮明华: "沉管干坞顺序法预制内模台车设计与应用", 西部特种设备, vol. 5, no. 2, pages 13 - 18 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110451295A (en) * | 2019-09-05 | 2019-11-15 | 上海振华重工(集团)股份有限公司 | A kind of large size adjustable jacking slide device and its gliding method |
| CN111749276A (en) * | 2020-05-21 | 2020-10-09 | 中交第二航务工程局有限公司 | Construction method and system for conversion of immersed tube prefabricated top plate steel bar system |
| CN111749276B (en) * | 2020-05-21 | 2021-10-08 | 中交第二航务工程局有限公司 | Construction method and system for conversion of immersed tube prefabricated top plate steel bar system |
| CN111775285A (en) * | 2020-07-22 | 2020-10-16 | 青海平兴建设集团有限公司 | Use method of adjustable mould machine for assembled concrete wallboard |
| CN116692525A (en) * | 2023-08-03 | 2023-09-05 | 南通泰胜蓝岛海洋工程有限公司 | Sea wind pipe pile bidirectional transferring equipment and ship-on transferring method thereof |
| CN116692525B (en) * | 2023-08-03 | 2023-10-24 | 南通泰胜蓝岛海洋工程有限公司 | Sea wind pipe pile bidirectional transferring equipment and ship-on transferring method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110065148B (en) | 2024-03-22 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110065148A (en) | A kind of sinking pipe tunnel prefabrication of tube section runway internal model trolley running device | |
| CN204627625U (en) | Automatic walking lining trolley | |
| CN206796168U (en) | The complete erecting device of prefabricated case beam reinforcing bar is used in construction | |
| CN104632251A (en) | Integrally cast type mould plate trolley and construction method of concrete pouring of underground passage | |
| CN204457802U (en) | Formed by integrally casting formula formwork jumbo | |
| CN205443941U (en) | Suspension bridge pushing device and top push away system | |
| CN202466423U (en) | Movable framework for long-span continuous beam construction | |
| CN204266134U (en) | Heavy duty longspan steel truss girder walking type pushing device | |
| CN111022079A (en) | Trestle type full-section inverted arch two-lining trolley equipment and construction method thereof | |
| CN104985674A (en) | Formwork for prefabrication of prestressed concrete beam with adjustable curve radius | |
| CN209408814U (en) | A kind of PC track beam form system | |
| CN104533460A (en) | Construction method for concrete pouring of support-changing type formwork trolley and underground channel | |
| CN104453951B (en) | Combined type subway station lining template trolley for baffle | |
| CN109457619A (en) | A kind of mobile bracket of composite multi-functional for concrete girder cast-in-place construction | |
| CN109355983B (en) | Trackless construction method for urban rail | |
| CN211342938U (en) | Trestle type full-section inverted arch two-lining trolley equipment | |
| CN203702178U (en) | Bottom end supercharged type small-height tunnel lining trolley | |
| CN102587290A (en) | Movable formwork for construction of large-span continuous beam and construction method | |
| CN202250105U (en) | Integral hydraulic steel formwork trolley | |
| CN102225580B (en) | Method for longitudinally moving box girder internal mold | |
| CN101967800B (en) | Erecting, pushing and sliding method of steel box beam | |
| CN203741723U (en) | Automatic traveling type movable formwork used for bridge construction | |
| CN210651221U (en) | Novel travelling device of inner mold trolley of prefabricated roadway of immersed tube tunnel pipe section | |
| CN204919341U (en) | Installing the system of prefabricated decking of dysmorphism on uncovered lattice formula girder steel of arched bridge | |
| CN204941570U (en) | Rail-mounted hydraulic pressure ditch cable trench trolley formwork system |
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 | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |