CN108589773A - A kind of construction system and form of construction work of piping lane engineering - Google Patents
A kind of construction system and form of construction work of piping lane engineering Download PDFInfo
- Publication number
- CN108589773A CN108589773A CN201810414155.8A CN201810414155A CN108589773A CN 108589773 A CN108589773 A CN 108589773A CN 201810414155 A CN201810414155 A CN 201810414155A CN 108589773 A CN108589773 A CN 108589773A
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- wall
- piping lane
- pedestal
- plate
- template
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
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- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to Construction Technology fields, disclose a kind of construction system and form of construction work of piping lane engineering, and construction system includes：Multiple support devices, supporting rack, wall form and top template；Support device can be moved along the length direction of piping lane, and the support device includes pedestal and support plate, and the support plate is connect with the base rotation；Supporting rack is set on the pedestal；Wall form is set to side of the support plate far from the pedestal；Top template is set on support frame as described above；Form of construction work uses construction system as described above.After pouring completion, template can be removed, support device, which is moved to next workshop section, to be continuing with；Supporting wall form and top template is completed by support device, without manually setting up and removing scaffold, template, is reduced the artificial amount of labour, is improved construction efficiency.
Description
Technical field
The present invention relates to Construction Technology field more particularly to a kind of construction systems and form of construction work of piping lane engineering.
Background technology
For pipe gallery class linear engineering, conventional template system is substantially constructs at twice or three times, i.e. bottom plate
After having constructed, then wallboard of constructing, finally constructs and top plate or wallboard and top plate while constructing, each construction section repeats
It sets up scaffold, formwork supporting plate, form removal, remove the work such as scaffold, materials hauling, since such linear engineering can not large area
Arrange hoisting machinery, all processes are all to complete to realize by manually, this results in of high cost, low construction efficiency, and adopts
It can not ensure presentation quality with conventional scattered spelling template.
Therefore, there is an urgent need for a kind of construction systems and form of construction work of piping lane engineering, to solve the above technical problems.
Invention content
It is an object of the present invention to proposing a kind of construction system of piping lane engineering, can wall be installed to mechanization
Inside and outside template and top template, reduce the artificial amount of labour, have higher construction efficiency.
For this purpose, the present invention uses following technical scheme：
A kind of construction system of piping lane engineering, including：
Multiple support devices can be moved along the length direction of piping lane, and the support device includes pedestal and support plate,
The support plate is connect with the base rotation；Supporting rack is set on the pedestal；Wall form is set to described
Side of the support plate far from the pedestal；Top template, is set on support frame as described above.
Wall form is arranged in the support plate of support device, support plate is adjusted to predetermined angle, top template-setup exists
On supporting rack, the wall form and top template of wall both sides cooperatively form the die cavity of wall main body and top plate, are pouring wall
After the top plate of main body is completed, template is removed from wall and top plate, support device is by wall form and top template movement
It to next workshop section, is continuing with, without manually setting up, removing and transport trestle and template, reduces the artificial amount of labour, carry
High construction efficiency.
Preferably, the supporting rod between the pedestal and the support plate, the supporting rod are telescopic rod, the supporting rod
Angle between the pedestal and the support plate.Supporting rod plays the angle for adjusting support plate and pedestal and the fixed support of support
The effect of plate.
Preferably, the bottom of the pedestal is provided with pulley.Pulley can make support device successfully along the length of piping lane
It moves in direction.
Preferably, the bottom of the pedestal is additionally provided with elevating mechanism, and the elevating mechanism can drive the pedestal liter
Drop.When die-filling, elevating mechanism can make top template be moved upward to preset height, when form removal, can make top template and top
Plate is detached from.
Preferably, the construction system of the piping lane engineering further includes angle mould, and the angle mould is connected to wall form and top
Between template.Setting angle mould, which is suitable for wall, with top plate is not that right angle is connected but the case where there are a changeover portions.
Another object of the present invention is to propose a kind of form of construction work of piping lane engineering, can wall be installed to mechanization
Inside and outside template and top template, reduce artificial use, have higher construction efficiency.
For this purpose, the present invention uses following technical scheme：
A kind of form of construction work of piping lane engineering, includes the following steps：
1) in a workshop section, the wall form on the inside of wall is adjusted to predetermined angle, top template is adjusted to preset height,
Wall form on the inside of connection top template and wall；
2) wall form of wall outer side is adjusted to predetermined angle, and by the wall form and wall outer side on the inside of wall
Wall form is connected and fixed；
3) roof steel bar is installed, and casting concrete forms wall main body and top plate；
4) by inside and outside wall wall form and top template removed from wall and top plate, and move to next work
Section.
Wall form is arranged in the support plate of support device, support plate is adjusted to predetermined angle, top template-setup exists
On supporting rack, the wall form and top template of wall both sides cooperatively form the die cavity of wall main body and top plate, are pouring wall
After the top plate of main body is completed, template is removed from wall and top plate, support device is by wall form and top template movement
It to next workshop section, is continuing with, without manually setting up, removing and transport trestle and template, reduces the artificial amount of labour, carry
High construction efficiency.
Preferably, before installing wall form and the top template on the inside of wall, in the bottom mounting base steel of foundation pit
The template of muscle, wall reinforcement foundation, built-in fitting, bottom plate and wall basis, and casting concrete forms bottom plate and wall base
Plinth.
Preferably, wall main body reinforcing bar is installed not less than after 1.2Mpa in base plate strength.It is not less than in base plate strength
It constructs, can be damaged to avoid to bottom plate when 1.2Mpa.
Preferably, step 4) executes after step 3) is completed 48 hours.The wall and top plate poured is after 48 hours
The intensity that do not support oneself under the effect of external force can be reached.
Preferably, fog curing system is installed on bottom plate not less than after 1.2Mpa in base plate strength.Fog curing system
System can carry out fog curing to bottom plate, wallboard and top plate, prevent from cracking.
Beneficial effects of the present invention are：Wall form is arranged in the support plate of support device, and support plate is adjusted to preset
Angle, for top template-setup on supporting rack, the wall form and top template of wall both sides cooperatively form wall main body and top
The die cavity of plate removes template after the top plate for pouring wall main body is completed from wall and top plate, and support device is by wall
Template and top template are moved to next workshop section, are continuing with, and without manually setting up, removing and transport trestle and template, subtract
Lack the artificial amount of labour, improves construction efficiency.
Description of the drawings
Fig. 1 is the structural schematic diagram of the construction system of piping lane engineering provided by the invention；
Fig. 2 is the structural schematic diagram of support device provided by the invention；
Fig. 3 is the partial enlarged view at A in Fig. 1；
Fig. 4 is the partial enlarged view at B in Fig. 1.
In figure：
11, support device；111, pedestal；112, support plate；113, supporting rod；114, mounting plate；115, connecting plate；116、
Dual direction drive mechanism；117, pulley；118, driving mechanism；119, elevating mechanism；
12, supporting rack；121, cross bar；122, montant；13, wall form；14, top template；15, angle mould；16, mould is connected
Plate；17, the first stupefied item；18, the second stupefied item；19, mandril；1911, adjustable jack；20, connecting rod；21, Three-section water stop bolt；
22, reinforcing bar is connected；
31, plain concrete layer；32, bottom plate；33, the first built-in fitting；34, the second built-in fitting；35, steel plate for sealing water；36, it leads
Rail；37, water pipeline；38, girder steel；39, bracing members；40, bracket.
Specific implementation mode
Technical scheme of the present invention is clearly and completely described below in conjunction with attached drawing, it is clear that described implementation
Example is a part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill
The every other embodiment that personnel are obtained without making creative work, shall fall within the protection scope of the present invention.
As shown in Figures 1 to 4, present embodiment discloses a kind of construction systems of piping lane engineering comprising support device 11,
Supporting rack 12, wall form 13, top template 14 and angle mould 15.Support device 11 can be moved along the length direction of piping lane, branch
Support arrangement 11 includes pedestal 111 and support plate 112, and support plate 112 is rotatablely connected with pedestal 111.Supporting rack 12 is set to pedestal
On 111, wall form 13 is set in support plate 112, and top template 14 is set on supporting rack 12.
Wall form 13 is arranged in the support plate 112 of support device 11, and support plate 112 is adjusted to predetermined angle, top
Template 14 is arranged on supporting rack 12, and the wall form 13 and top template 14 of wall both sides cooperatively form wall main body and top plate
Die cavity template is removed from wall and top plate after the top plate for pouring wall main body is completed, support device 11 is by wall
Template 13 and 14 plate of top die are moved to next workshop section, are continuing with, without manually setting up, removing and transport trestle and mould
Plate reduces the artificial amount of labour, improves construction efficiency.
Mounting plate 114 is provided on pedestal 111, mounting plate 114 can horizontally slip along pedestal 111.It is arranged on mounting plate 114
There is connecting plate 115, connecting plate 115 is hinged with mounting plate 114, and support plate 112 is set on connecting plate 115.In formwork, will prop up
Fagging 112 is adjusted to predetermined angle, and then mounting plate 114 drives wall form 13 to be moved to close to that side of wall, by wall
Template 14 is moved at the side of wall；When form removal, mounting plate 114 drives wall form 14 to that sidesway far from wall
It is dynamic, it is allowed to be detached from wall.
Supporting rod 113 and dual direction drive mechanism 116 (preferably bidirectional hydraulic pressure thousand in the present embodiment are provided on pedestal 111
Jin top), supporting rod 113 is telescopic rod, and 113 one end of supporting rod (is preferably cut with scissors with the rotation connection of support plate 112 in the present embodiment
Connect), the other end is rotatablely connected with dual direction drive mechanism 116, and dual direction drive mechanism 116 can drive the end of supporting rod 113 left
It moves right, when supporting rod 113 is adjusted to appropriate length, the angle between support plate 112 and pedestal 111 carries out coarse adjustment, double
The angle that can be finely tuned between support plate 112 and pedestal 111 is moved left and right to driving mechanism 116, supporting rod 113 is also to support plate
112 support fixed functions.
The bottom of pedestal 111 is provided with pulley 117, and the inner side and outer side of wall is both provided with matched with pulley 117
Guide rail 36, pulley 117 are connected with driving mechanism 118 (being preferably motor in the present embodiment), and driving mechanism 118 can be with movable pulley
117 rotations, to keep support device 11 mobile along guide rail 36 (i.e. the length direction of piping lane).Pulley 117 and guide rail 36 are set, it can
So that support device 11 is successfully moved along the length direction of piping lane, and while moving, will not deviate.
The bottom of the pedestal 111 of support device 11 on the inside of wall is additionally provided with elevating mechanism 119 (in the present embodiment preferably
For hydraulic jack), elevating mechanism 119 can drive support device 11 to lift.When die-filling, elevating mechanism 119 can make top
Template 14 is moved upward to preset height, when form removal, top template 14 can be made to be detached from top plate.
It is connected with top plate not instead of right angle on the inside of wall, there are when the case where chamfering of a transition, in wall
It is connected with angle mould 15 between side template 13 and top template 14, in the present embodiment preferably, angle mould 15 and the wall on the inside of wall
Template 13 is fixedly connected, and is detachably connected with top template 14 and can be rotated that (angle mould 15 and top template 14 are logical therebetween
Cross hinge connection together)；Can also angle mould 15 be fixedly connected with top template 14, it is removable with the wall form 13 on the inside of wall
It unloads connection and (cornea 15 with the wall form 13 on the inside of wall by hinge connection together with) can be rotated therebetween, may be used also
With on the inside of angle mould 15 and wall wall form 13 and top template 14 be rotatablely connected (passing through hinge connection).
Supporting rack 19 is that multiple montants 192 and cross bar 191 buckle the scaffold being fixed together by scaffold.Branch
The bottom of support 19 is fixed on the pedestal 111 for the support device 11 being set on the inside of wall.
Wall form 13 and top template 14 in the present embodiment are metal form, are connected on the outside of template a plurality of
Perpendicular to the first stupefied item 17 of foundation pit length direction setting, it is connected on the first stupefied item 17 a plurality of along the setting of foundation pit length direction
The second stupefied item 18, the second stupefied item 18 is fixedly connected in support plate 112.
The present embodiment also discloses a kind of form of construction work of piping lane engineering comprising following steps：
1) smooth to the bottom progress of foundation pit in a workshop section, and be laid with a layer concrete and form plain concrete layer 31.
2) (general maintenance 24 hours is i.e. after the intensity of plain concrete layer 31 reaches and can carry out the construction requirement of next step
Can), mounting base reinforcing bar, wall reinforcement foundation, built-in fitting, bottom plate and wall basis template, and casting concrete shape
At bottom plate 32 and wall basis the construction of next step is carried out when 32 intensity of bottom plate is not less than 1.2MPa；Built-in fitting includes wall
The guide rail 36 of inside install the first required built-in fitting 33, wall outer side guide rail 36 supporting beam connect with bottom plate 32 it is required
Second built-in fitting 34 and the steel plate for sealing water 35 that is arranged at wall basis.
3) install wall main body reinforcing bar, while wall main body reinforcing bar is installed or install wall main body reinforcing bar it
Afterwards, the guide rail 36 inside and outside wall is installed, the guide rail 36 on the inside of wall, which is directly laid with, to be fixed on the first built-in fitting 33,
Bracing members 39 are set in wall outer side, one end of girder steel 38 is fixed on bracing members 39, and the other end is connected to by bracket 40
On two built-in fittings 34；Guide rail 36 on the inside of wall also needs installation fog curing system, fog curing system after installation is complete
Bottom plate 32, wall and top plate are conserved by spraying, prevent from cracking.Fog curing system includes being arranged in guide rail 36 1
The water pipeline 37 of side is arranged at intervals with multiple nozzles on pipeline.
4) support device 11 inside and outside wall is moved to the workshop section, by the wall form 13 on the inside of wall adjust to
Predetermined angle, and the wall form 13 on the inside of wall is moved at wall inner wall, start the adjustment of elevating mechanism 119 top template
14 and angle mould 15 to preset height.
5) wall form of wall outer side 13 is adjusted to predetermined angle, and the wall form of wall outer side 13 is moved to
At wall outer wall, fixation is attached to the wall form 13 inside and outside wall using Three-section water stop bolt 21；Using even
Reinforcing bar 22 is connect to be connected and fixed the wall form 13 of two outermost wall outer sides.
6) roof steel bar is installed, and casting concrete forms wall main body and top plate.
7) the wall main body and top plate poured after 48 hours, by the wall form 13 and top die inside and outside wall
Plate 14 is removed from wall and top plate, and moves to next workshop section.
While carrying out step 4) construction, it is carried out at the same time step 1), 2) construction and 3) in next workshop section, ensures construction
Continuity.
It is cleaned after form removable, and the brushing releasing agent in template, convenient for next form removal.
When the width of foundation pit is larger, polylith top template 14 is needed mutually to be spliced to form the template of top plate, in junction
It is provided with connection template 16,16 lower section of connection template is provided with mandril 19, adjustable jack 191 is provided on mandril 19, adjustable
Jacking 191 can adjust the height of connection template 16, be allowed to be in sustained height with the top template 14 in support device 11.Phase
Two adjacent support devices 11 are fixed together using connecting rod 20, and connecting rod 20 will be in two neighboring support device 11
The cross bar 121 of supporting rack 12 and the pedestal 111 of support device 11 interconnect；It is next support device 11 to be moved to
It needs to remove connecting rod 20 before workshop section.The template 14 and when wall form at the top of dismounting, connection template 16 is not removed, and waits pushing up
Plate intensity removes connection template 16 and mandril 19 again after reaching 100%.
Wall form 13 is arranged in the support plate 112 of support device 11 in the form of construction work, and support plate 112 is adjusted to
Predetermined angle, top template 14 are arranged on supporting rack 12, and the wall form 13 and top template 14 of wall both sides cooperatively form
The die cavity of wall main body and top plate removes template after the top plate for pouring wall main body is completed from wall and top plate, props up
Wall form 13 and 14 plate of top die are moved to next workshop section by support arrangement 11, are continuing with, wall basis and wall main body
Stubble is once connect, reduces the number that wall connects stubble, reduces the usage amount of steel plate for sealing water 35；Without manually setting up, remove and
Transport trestle and template reduce the artificial amount of labour, save production cost, improve construction efficiency.
Note that above are only presently preferred embodiments of the present invention and institute's application technology principle.It will be appreciated by those skilled in the art that
The present invention is not limited to specific embodiments described here, can carry out for a person skilled in the art it is various it is apparent variation,
It readjusts and substitutes without departing from protection scope of the present invention.Therefore, although being carried out to the present invention by above example
It is described in further detail, but the present invention is not limited only to above example, without departing from the inventive concept, also
May include other more equivalent embodiments, and the scope of the present invention is determined by scope of the appended claims.
Claims (10)
1. a kind of construction system of piping lane engineering, which is characterized in that including：
Multiple support devices (11), can move along the length direction of piping lane, and the support device (11) includes pedestal (111)
With support plate (112), the support plate (112) is rotatablely connected with the pedestal (111)；
Supporting rack (12) is set on the pedestal (111)；
Wall form (13) is set to side of the support plate (112) far from the pedestal (111)；
Top template (14) is set on support frame as described above (12).
2. the construction system of piping lane engineering according to claim 1, which is characterized in that the pedestal (111) and the branch
Supporting rod (113) is connected between fagging (112), the supporting rod (113) is telescopic rod, and the supporting rod (113) can adjust
Save the angle between the pedestal (111) and the support plate (112).
3. the construction system of piping lane engineering according to claim 1, which is characterized in that the bottom of the pedestal (111) is set
It is equipped with pulley (117).
4. the construction system of piping lane engineering according to claim 1, which is characterized in that the bottom of the pedestal (111) is also
It is provided with elevating mechanism (119), the elevating mechanism (119) can drive the pedestal (111) to lift.
5. the construction system of piping lane engineering according to claim 1, which is characterized in that the construction system of the piping lane engineering
Further include angle mould (15), the angle mould (15) is connected between wall form (13) and top template (14).
6. a kind of form of construction work of piping lane engineering, which is characterized in that include the following steps：
1) in a workshop section, the wall form (13) on the inside of wall is adjusted to predetermined angle, top template (14) is adjusted to preset
Highly, the wall form (13) on the inside of top template (14) and wall is connected；
2) wall form of wall outer side (13) is adjusted to predetermined angle, and will be outside the wall form (13) and wall on the inside of wall
The wall form (13) of side is connected and fixed；
3) roof steel bar is installed, and casting concrete forms wall main body and top plate；
4) by inside and outside wall wall form (13) and top template (14) removed from wall and top plate, and move to next
Workshop section.
7. the form of construction work of piping lane engineering according to claim 6, which is characterized in that the wall mould on the inside of installation wall
Before plate (13) and top template (14), in bottom mounting base reinforcing bar, wall reinforcement foundation, built-in fitting, the bottom plate mould of foundation pit
The template of plate and wall basis, and casting concrete forms bottom plate (32) and wall basis.
8. the form of construction work of piping lane engineering according to claim 7, which is characterized in that in bottom plate (32), intensity is not less than
After 1.2Mpa, wall main body reinforcing bar is installed.
9. the form of construction work of piping lane engineering according to claim 6, which is characterized in that step 4) is small in step 3) completion 48
When after execute.
10. the form of construction work of piping lane engineering according to claim 7, which is characterized in that in bottom plate (32), intensity is not less than
After 1.2Mpa, fog curing system is installed on bottom plate (32).
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| CN201810414155.8A CN108589773B (en) | 2018-05-03 | 2018-05-03 | Construction system and construction method for piping lane engineering |
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| CN201810414155.8A CN108589773B (en) | 2018-05-03 | 2018-05-03 | Construction system and construction method for piping lane engineering |
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| CN108589773B CN108589773B (en) | 2021-03-12 |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109386010A (en) * | 2018-12-04 | 2019-02-26 | 中铁六局集团有限公司 | Tunnel sidewalls support shuttering and tunnel variable section structure side wall jump section construction |
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Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2733285A1 (en) * | 2012-11-20 | 2014-05-21 | Wolfgang Ebner | Radio station |
| CN105133502A (en) * | 2015-09-11 | 2015-12-09 | 中建七局第二建筑有限公司 | Bridge pier stud concrete curing control device |
| CN205130100U (en) * | 2015-11-17 | 2016-04-06 | 中国建筑土木建设有限公司 | Spraying device for maintaining highway beam body |
| CN105586830A (en) * | 2014-10-19 | 2016-05-18 | 杨宴敏 | Bridge template support |
| CN205531313U (en) * | 2016-02-04 | 2016-08-31 | 李明 | Outer wall side form slipform device is construct to underground |
| CN106141713A (en) * | 2016-08-31 | 2016-11-23 | 华南理工大学 | A kind of vice clamping adjustable-angle support means |
| CN106431494A (en) * | 2016-08-31 | 2017-02-22 | 中国冶集团有限公司 | Automatic spraying system and method for shear wall curing |
| CN206110644U (en) * | 2016-10-11 | 2017-04-19 | 王本猛 | A stencil assembly for clear water concrete construction |
| CN107119715A (en) * | 2017-04-28 | 2017-09-01 | 东北大学 | A kind of overall mould bases of pipe gallery and its application method |
| CN107142960A (en) * | 2017-05-16 | 2017-09-08 | 中国建筑第六工程局有限公司 | A kind of city piping lane construction method |
| CN206520080U (en) * | 2017-02-28 | 2017-09-26 | 中国葛洲坝集团第一工程有限公司 | A kind of intelligent precast construction curing means |
| CN206520081U (en) * | 2017-03-01 | 2017-09-26 | 中国葛洲坝集团第一工程有限公司 | A kind of aqueduct moves integrally type curing means |
| CN206545394U (en) * | 2017-03-01 | 2017-10-10 | 安徽利凌建筑材料科技有限公司 | A kind of aluminum alloy mould plate diagonal brace means for correcting |
| CN206752507U (en) * | 2017-05-10 | 2017-12-15 | 天津九为新型材料有限公司 | A kind of rear shifting formula mobile formwork for underground pipe gallery external wall construction |
| CN107524471A (en) * | 2017-10-18 | 2017-12-29 | 北京建工路桥工程建设有限责任公司 | A kind of tunnel end plugging construction method |
| CN206971270U (en) * | 2017-07-25 | 2018-02-06 | 中国建筑第八工程局有限公司 | Exterior wall formwork system in underground pipe gallery cast-in-place construction |
| CN207277192U (en) * | 2017-09-22 | 2018-04-27 | 上海宝冶集团有限公司 | Portable overhanging lifting platform for crash barrier template construction |
-
2018
- 2018-05-03 CN CN201810414155.8A patent/CN108589773B/en active Active
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP2733285A1 (en) * | 2012-11-20 | 2014-05-21 | Wolfgang Ebner | Radio station |
| CN105586830A (en) * | 2014-10-19 | 2016-05-18 | 杨宴敏 | Bridge template support |
| CN105133502A (en) * | 2015-09-11 | 2015-12-09 | 中建七局第二建筑有限公司 | Bridge pier stud concrete curing control device |
| CN205130100U (en) * | 2015-11-17 | 2016-04-06 | 中国建筑土木建设有限公司 | Spraying device for maintaining highway beam body |
| CN205531313U (en) * | 2016-02-04 | 2016-08-31 | 李明 | Outer wall side form slipform device is construct to underground |
| CN106141713A (en) * | 2016-08-31 | 2016-11-23 | 华南理工大学 | A kind of vice clamping adjustable-angle support means |
| CN106431494A (en) * | 2016-08-31 | 2017-02-22 | 中国冶集团有限公司 | Automatic spraying system and method for shear wall curing |
| CN206110644U (en) * | 2016-10-11 | 2017-04-19 | 王本猛 | A stencil assembly for clear water concrete construction |
| CN206520080U (en) * | 2017-02-28 | 2017-09-26 | 中国葛洲坝集团第一工程有限公司 | A kind of intelligent precast construction curing means |
| CN206545394U (en) * | 2017-03-01 | 2017-10-10 | 安徽利凌建筑材料科技有限公司 | A kind of aluminum alloy mould plate diagonal brace means for correcting |
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