CN107558383A - Floating type column die device and construction technology - Google Patents
Floating type column die device and construction technology Download PDFInfo
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- CN107558383A CN107558383A CN201710989880.3A CN201710989880A CN107558383A CN 107558383 A CN107558383 A CN 107558383A CN 201710989880 A CN201710989880 A CN 201710989880A CN 107558383 A CN107558383 A CN 107558383A
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Abstract
The present invention relates to floating type column die device and its construction technology, it includes motor, motor is connected with gearbox, gearbox is connected with transfer case, transfer case is connected with hydraulic pressure prosperity, hydraulic motor is connected with hydraulic pump, hydraulic pump is connected with hydraulic cylinder, template system is provided with the inside of hydraulic cylinder, template system is by arc veneer, rubber industry block and adjustable plate composition, arc veneer is made up of outside plate and inner panel, template system is internally provided with releasing agent storage chamber, one end of releasing agent storage chamber is connected with pressure controller, pressure controller is connected with spray nozzle, the other end of releasing agent storage chamber is connected with feed tube, air nozzle is additionally provided with inside template system, one end of air nozzle is connected with air compressor by appendix, adjustable plate is made up of dynamic plate and fixed board, it is dynamic that spring is provided between plate and fixed board；The present invention has the advantages of rational in infrastructure, easy to use, the degree of accuracy is high, construction quality is high.
Description
Technical field
The invention belongs to construction engineering technical field, and in particular to floating type column die device and construction technology.
Background technology
With the development of the foundation engineerings such as highway, railway, urban road, bridge construction increasingly increases, especially the high ditch depth in mountain,
The precipitous bridge of physical features, bridge column quantity is more, length is big, and column construction at present, which exists, easily occurs off normal, cover to reinforcement thickness
The problems such as degree is inaccurate, open defect is more；Therefore it provides one kind is rational in infrastructure, easy to use, the degree of accuracy is high, construction quality is high
Floating type column die device and construction technology be necessary.
The content of the invention
The invention aims to overcome the deficiencies in the prior art, and it is rational in infrastructure, easy to use, accurate to provide one kind
The floating type column die device and construction technology that degree is high, construction quality is high.
The object of the present invention is achieved like this：Floating type column die device, it includes motor, described motor
Gearbox is connected with, described gearbox is connected with transfer case, and described transfer case is connected with hydraulic pressure prosperity, described hydraulic pressure horse
Up to being connected with hydraulic pump, described hydraulic pump is connected with hydraulic cylinder, and described hydraulic cylinder is internally provided with hydraulic oil, described
Template system is provided with the inside of hydraulic cylinder, described template system is made up of arc veneer, rubber industry block and adjustable plate, institute
The arc veneer stated is made up of outside plate and inner panel, and described template system is internally provided with releasing agent storage chamber, the described demoulding
One end of agent storage chamber is connected with pressure controller, and described pressure controller is connected with spray nozzle, the connection of described spray nozzle
There is releasing agent spray-hole, the other end of described releasing agent storage chamber is connected with feed tube, also set inside described template system
Air nozzle is equipped with, one end of described air nozzle is connected with air compressor, the other end of described air nozzle by appendix
Fumarole is connected with, described releasing agent spray-hole and fumarole are arranged on inner panel, and described adjustable plate is by dynamic plate and determines
Plate forms, and is provided with spring between described dynamic plate and fixed board, steel reinforcement cage and reinforcing bar are provided with the inside of described template system
Protective layer thickness control system, described thickness control of protection cover of rebar system is by hemisphere, club, flexible collar, connecting tube, solid
Determine bolt composition, described hydraulic cylinder is also associated with operating system.
Two adjustable plates are provided with described template system, by the mutual motor adjustment that plate and fixed board are moved in adjustable plate
Width.
The quantity of flexible collar in described thickness control of protection cover of rebar system is two, described two elastic cards
The distance between hoop is consistent with steel reinforcement cage diameter.
Described operating system is made up of control element, control software, Operation switch.
The construction technology of described floating type column die device, it comprises the following steps：
Step 1）：Preparation of construction, surveying and locating, mechanical erection, hemisphere are prefabricated, thickness control of protection cover of rebar system blanking；
Step 2）：Steel Reinforcing Bar Material, colligation, welding, steel reinforcement cage installation；
Step 3）：Thickness control of protection cover of rebar system is installed, by bisymmetric two vertical reinforcements with two flexible collars
Block；
Step 4）：Whole die device is installed in place；
Step 5）：Injection releasing agent for the first time；
Step 6）：Template adjustment supercharging switch is opened, for the template of device in the presence of hydraulic system, inner panel is close to hemisphere；
Step 7）：Casting concrete；
Step 8）：In concrete initial set, the jet button of opening operation system；
Step 9）：After concrete strength is formed, the jet button of shutoff operation system, again push system go out liquid by
Button；
Step 10）：Opening operation system relief cock, whole device is removed after being completely disengaged etc. template and column.
Beneficial effects of the present invention：The present invention uses template system, and for template system in the presence of hydraulic system, inner panel is tight
Patch hemisphere ensure that the diameter of column is accurate, and hemisphere afterbody is abutted using thickness control of protection cover of rebar system resilience clip, erect
After entering flexible collar to reinforcing bar, the radius of hemisphere is exactly the protective layer thickness of reinforcing bar, and hemisphere is by accurate prefabricated, size
It is unified, ensure that thickness of protection tier is accurate, sprayed twice due to being used after being formed before concreting with concrete strength
Releasing agent, makes that leg surface is smooth, color is uniform, due to using the gradual demoulding of gases at high pressure, leg surface is smooth, surface without
De- trace；The present invention has the advantages of rational in infrastructure, easy to use, the degree of accuracy is high, construction quality is high.
Brief description of the drawings
Fig. 1 is structural representation Fig. 1 of the floating type column die device of the present invention.
Fig. 2 is structural representation Fig. 2 of the floating type column die device of the present invention.
Fig. 3 is Fig. 2 top view.
Fig. 4 is the structural representation of the template system of the floating type column die device of the present invention.
Fig. 5 is the structural representation of the thickness control of protection cover of rebar system of the floating type column die device of the present invention.
In figure：1st, motor 2, gearbox 3, transfer case 4, hydraulic motor 5, hydraulic pump 6, operating system
7th, air compressor 8, hydraulic cylinder 9, hydraulic oil 10, air nozzle 11, spray nozzle 12, pressure controller 13, de-
Mould agent storage chamber 14, appendix 15, feed tube 16, steel reinforcement cage 17, thickness control of protection cover of rebar system 18, spray
Stomata 19, releasing agent spray-hole 20, outside plate 21, inner panel 22, arc veneer 23, rubber industry block 24, regulation
Plate 25, dynamic plate 26, spring 27, fixed board 28, hemisphere 29, club 30, fixing bolt 31, connecting tube 32,
Flexible collar 33, template system.
Embodiment
The present invention is described further below in conjunction with the accompanying drawings.
Embodiment 1
As Figure 1-5, floating type column die device, it includes motor 1, and described motor 1 is connected with gearbox 2,
Described gearbox 2 is connected with transfer case 3, and described transfer case 3 is connected with hydraulic pressure prosperity 4, and described hydraulic motor 4 is connected with
Hydraulic pump 5, described hydraulic pump 5 are connected with hydraulic cylinder 8, and described hydraulic cylinder 8 is internally provided with hydraulic oil 9, described liquid
The inner side of cylinder pressure 9 is provided with template system 33, and described template is 33 systems by arc veneer 22, rubber industry block 23 and adjustable plate
24 compositions, described arc veneer 22 are made up of outside plate 20 and inner panel 21, and described template system 33 is internally provided with releasing agent
Storage chamber 13, one end of described releasing agent storage chamber 13 are connected with pressure controller 12, and described pressure controller 12 connects
There is spray nozzle 11, described spray nozzle 11 is connected with releasing agent spray-hole 19, and the other end of described releasing agent storage chamber 13 connects
Feed tube 15 is connected to, is additionally provided with air nozzle 10 inside described template system 33, one end of described air nozzle 10 passes through defeated
Tracheae 14 is connected with air compressor 7, and the other end of described air nozzle 10 is connected with fumarole 18, the injection of described releasing agent
Hole 19 and fumarole 18 are arranged on inner panel 21, and described adjustable plate 24 is made up of dynamic plate 25 and fixed board 27, described dynamic plate
Spring 26 is provided between 25 and fixed board 27, the inner side of described template system 33 is provided with steel reinforcement cage 16 and cover to reinforcement is thick
Control system 17 is spent, described thickness control of protection cover of rebar system 17 is by hemisphere 28, club 29, flexible collar 32, connecting tube
31st, fixing bolt 30 forms, and described hydraulic cylinder 8 is also associated with operating system 6.
The construction technology of described floating type column die device, it comprises the following steps：
Step 1）：Preparation of construction, surveying and locating, mechanical erection, hemisphere are prefabricated, the blanking of thickness control of protection cover of rebar system 17；
Step 2）：Steel Reinforcing Bar Material, colligation, welding, steel reinforcement cage 16 are installed；
Step 3）：Thickness control of protection cover of rebar system 17 is installed, by bisymmetric two vertical reinforcements with two elastic cards
Hoop 32 blocks；
Step 4）：Whole die device is installed in place；
Step 5）：Injection releasing agent for the first time；
Step 6）：Template adjustment supercharging switch is opened, for the template of device in the presence of hydraulic system, inner panel is close to hemisphere；
Step 7）：Casting concrete；
Step 8）：In concrete initial set, the jet button of opening operation system 6；
Step 9）：After concrete strength is formed, the jet button of shutoff operation system 6, again push system 6 go out liquid by
Button；
Step 10）：The relief cock of opening operation system 6, whole device is removed after being completely disengaged etc. template and column.
The present invention using motor, gearbox, transfer case, hydraulic motor, hydraulic pump, can be hydraulic cylinder, template system,
Gas ejecting system and release agent spray system provide power；The present invention uses template system, and template, which is floated, to be located in hydraulic cylinder, is passed through
Adjustment pressure size can be such that the dynamic plate and fixed board of adjustable plate mutually moves, and during casting concrete, increase hydraulic oil in hydraulic cylinder
Pressure, pressure is set to be more than the elastic force of dynamic spring between plate and fixed board, at this moment arc veneer is close to thickness control of protection cover of rebar system
Hemisphere top surface, ensure that the diameter of column is accurate, during form removal, reduce the pressure of hydraulic oil in hydraulic cylinder, be less than pressure dynamic
The elastic force of spring between plate and fixed board, dynamic plate and fixed board open regulation analysis under elastic force effect, complete form removal；Air compressor,
Appendix, air nozzle constitute gas ejecting system, and after air compressor work, pressure-air is through on appendix, air nozzle and inner panel
Fumarole directive leg surface；Release agent spray system is by releasing agent storage chamber, pressure controller, feed tube, spray nozzle, spray
Liquid switch composition, releasing agent storage chamber, pressure controller, spray nozzle, feed tube are located in arc veneer, and inlet is located at arc
The upper sealing panel of veneer, spray nozzle connect with the releasing agent spray-hole on the inner panel of arc veneer, and pressure controller is positioned at the demoulding
Between agent storage chamber and spray nozzle, hydrojet switch is set in an operating system, and pressure controller is by HYDRAULIC CONTROL SYSTEM, releasing agent spray
Penetrate System Working Principle：Releasing agent added into releasing agent storage chamber from inlet, push system goes out liquid button during use,
Releasing agent is sprayed on inner panel after pressure controller is atomized in vaporific through spray nozzle and releasing agent spray-hole；The present invention uses steel
Tendon protective layer thickness control system, thickness control of protection cover of rebar system is by hemisphere, club, flexible collar, connecting tube, fixed spiral shell
Bolt etc. forms, and hemisphere is precast concrete, is integrally formed in club insertion hemisphere during product, flexible collar abuts hemisphere afterbody
And be welded on club, connecting tube connects two clubs by fixing bolt, and the difference of connecting tube is inserted by adjusting club
The total length of regulating system is carried out in position, and the quantity of thickness control of protection cover of rebar system is consistent with arc veneer number, and two pieces relative
The arc veneer that the column center of circle is axisymmetricly arranged is positioned by upper and lower two sets of thickness control of protection cover of rebar systems, reinforcing bar protection
Layer thickness control system operation principle：Two ball bars are inserted into adjustment position in connecting tube makes the distance between two flexible collars
Consistent with steel reinforcement cage diameter, the radius of hemisphere is consistent with thickness of protection tier, and the distance of two spherical tops is exactly the straight of column
Footpath, two two relative vertical reinforcements are blocked with two flexible collars during construction, thickness control of protection cover of rebar system has three
Individual effect, first effect are to ensure that the diameter of column is accurate, and for the template of device in the presence of hydraulic system, inner panel is close to half
Ball ensure that the diameter of column is accurate；Second effect is to ensure that thickness of protection tier is accurate, because flexible collar is against half
Ball afterbody, after vertical reinforcement enters flexible collar, the radius of hemisphere is exactly the protective layer thickness of reinforcing bar, and hemisphere is by accurate pre-
System, size is unified, ensures that thickness of protection tier is accurate；3rd effect is that the steel reinforcement cage size of deformation is corrected,
Because production and processing thickness control of protection cover of rebar system time control is made as the distance between two flexible collars and steel reinforcement cage diameter
Unanimously, when steel reinforcement cage deforms or tightly to the size colligation inaccuracy of reinforcing bar when, tightly to reinforcing bar enter flexible collar after reinforcing bar
The diameter of cage just waits until to correct, and invention has the advantages of rational in infrastructure, easy to use, the degree of accuracy is high, construction quality is high.
Embodiment 2
As Figure 1-5, floating type column die device, it includes motor 1, and described motor 1 is connected with gearbox 2,
Described gearbox 2 is connected with transfer case 3, and described transfer case 3 is connected with hydraulic pressure prosperity 4, and described hydraulic motor 4 is connected with
Hydraulic pump 5, described hydraulic pump 5 are connected with hydraulic cylinder 8, and described hydraulic cylinder 8 is internally provided with hydraulic oil 9, described liquid
The inner side of cylinder pressure 9 is provided with template system 33, and described template is 33 systems by arc veneer 22, rubber industry block 23 and adjustable plate
24 compositions, described arc veneer 22 are made up of outside plate 20 and inner panel 21, and described template system 33 is internally provided with releasing agent
Storage chamber 13, one end of described releasing agent storage chamber 13 are connected with pressure controller 12, and described pressure controller 12 connects
There is spray nozzle 11, described spray nozzle 11 is connected with releasing agent spray-hole 19, and the other end of described releasing agent storage chamber 13 connects
Feed tube 15 is connected to, is additionally provided with air nozzle 10 inside described template system 33, one end of described air nozzle 10 passes through defeated
Tracheae 14 is connected with air compressor 7, and the other end of described air nozzle 10 is connected with fumarole 18, the injection of described releasing agent
Hole 19 and fumarole 18 are arranged on inner panel 21, and described adjustable plate 24 is made up of dynamic plate 25 and fixed board 27, described dynamic plate
Spring 26 is provided between 25 and fixed board 27, the inner side of described template system 33 is provided with steel reinforcement cage 16 and cover to reinforcement is thick
Control system 17 is spent, described thickness control of protection cover of rebar system 17 is by hemisphere 28, club 29, flexible collar 32, connecting tube
31st, fixing bolt 30 forms, and described hydraulic cylinder 8 is also associated with operating system 6, and two are provided with described template system 33
Adjustable plate 24, by moving the mutual motor adjustment width of plate 25 and fixed board 27, described thickness of protection tier in adjustable plate 24
The quantity of flexible collar 32 in control system 17 is two, the distance between described two flexible collars 32 and steel reinforcement cage 16
Diameter is consistent, and described operating system 6 is made up of control element, control software, Operation switch.
The construction technology of described floating type column die device, it comprises the following steps：
Step 1）：Preparation of construction, surveying and locating, mechanical erection, hemisphere are prefabricated, the blanking of thickness control of protection cover of rebar system 17；
Step 2）：Steel Reinforcing Bar Material, colligation, welding, steel reinforcement cage 16 are installed；
Step 3）：Thickness control of protection cover of rebar system 17 is installed, by bisymmetric two vertical reinforcements with two elastic cards
Hoop 32 blocks；
Step 4）：Whole die device is installed in place；
Step 5）：Injection releasing agent for the first time；
Step 6）：Template adjustment supercharging switch is opened, for the template of device in the presence of hydraulic system, inner panel is close to hemisphere；
Step 7）：Casting concrete；
Step 8）：In concrete initial set, the jet button of opening operation system 6；
Step 9）：After concrete strength is formed, the jet button of shutoff operation system 6, again push system 6 go out liquid by
Button；
Step 10）：The relief cock of opening operation system 6, whole device is removed after being completely disengaged etc. template and column.
The present invention using motor, gearbox, transfer case, hydraulic motor, hydraulic pump, can be hydraulic cylinder, template system,
Gas ejecting system and release agent spray system provide power；The present invention uses template system, and template, which is floated, to be located in hydraulic cylinder, is passed through
Adjustment pressure size can be such that the dynamic plate and fixed board of adjustable plate mutually moves, and during casting concrete, increase hydraulic oil in hydraulic cylinder
Pressure, pressure is set to be more than the elastic force of dynamic spring between plate and fixed board, at this moment arc veneer is close to thickness control of protection cover of rebar system
Hemisphere top surface, ensure that the diameter of column is accurate, during form removal, reduce the pressure of hydraulic oil in hydraulic cylinder, be less than pressure dynamic
The elastic force of spring between plate and fixed board, dynamic plate and fixed board open regulation analysis under elastic force effect, complete form removal；Air compressor,
Appendix, air nozzle constitute gas ejecting system, and after air compressor work, pressure-air is through on appendix, air nozzle and inner panel
Fumarole directive leg surface；Release agent spray system is by releasing agent storage chamber, pressure controller, feed tube, spray nozzle, spray
Liquid switch composition, releasing agent storage chamber, pressure controller, spray nozzle, feed tube are located in arc veneer, and inlet is located at arc
The upper sealing panel of veneer, spray nozzle connect with the releasing agent spray-hole on the inner panel of arc veneer, and pressure controller is positioned at the demoulding
Between agent storage chamber and spray nozzle, hydrojet switch is set in an operating system, and pressure controller is by HYDRAULIC CONTROL SYSTEM, releasing agent spray
Penetrate System Working Principle：Releasing agent added into releasing agent storage chamber from inlet, push system goes out liquid button during use,
Releasing agent is sprayed on inner panel after pressure controller is atomized in vaporific through spray nozzle and releasing agent spray-hole；The present invention uses steel
Tendon protective layer thickness control system, thickness control of protection cover of rebar system is by hemisphere, club, flexible collar, connecting tube, fixed spiral shell
Bolt etc. forms, and hemisphere is precast concrete, is integrally formed in club insertion hemisphere during product, flexible collar abuts hemisphere afterbody
And be welded on club, connecting tube connects two clubs by fixing bolt, and the difference of connecting tube is inserted by adjusting club
The total length of regulating system is carried out in position, and the quantity of thickness control of protection cover of rebar system is consistent with arc veneer number, and two pieces relative
The arc veneer that the column center of circle is axisymmetricly arranged is positioned by upper and lower two sets of thickness control of protection cover of rebar systems, reinforcing bar protection
Layer thickness control system operation principle：Two ball bars are inserted into adjustment position in connecting tube makes the distance between two flexible collars
Consistent with steel reinforcement cage diameter, the radius of hemisphere is consistent with thickness of protection tier, and the distance of two spherical tops is exactly the straight of column
Footpath, two two relative vertical reinforcements are blocked with two flexible collars during construction, thickness control of protection cover of rebar system has three
Individual effect, first effect are to ensure that the diameter of column is accurate, and for the template of device in the presence of hydraulic system, inner panel is close to half
Ball ensure that the diameter of column is accurate；Second effect is to ensure that thickness of protection tier is accurate, because flexible collar is against half
Ball afterbody, after vertical reinforcement enters flexible collar, the radius of hemisphere is exactly the protective layer thickness of reinforcing bar, and hemisphere is by accurate pre-
System, size is unified, ensures that thickness of protection tier is accurate；3rd effect is that the steel reinforcement cage size of deformation is corrected,
Because production and processing thickness control of protection cover of rebar system time control is made as the distance between two flexible collars and steel reinforcement cage diameter
Unanimously, when steel reinforcement cage deforms or tightly to the size colligation inaccuracy of reinforcing bar when, tightly to reinforcing bar enter flexible collar after reinforcing bar
The diameter of cage just waits until to correct, and invention has the advantages of rational in infrastructure, easy to use, the degree of accuracy is high, construction quality is high.
Claims (5)
1. floating type column die device, it includes motor, it is characterised in that：Described motor is connected with gearbox, institute
The gearbox stated is connected with transfer case, and described transfer case is connected with hydraulic pressure prosperity, and described hydraulic motor is connected with hydraulic pump,
Described hydraulic pump is connected with hydraulic cylinder, and described hydraulic cylinder is internally provided with hydraulic oil, set on the inside of described hydraulic cylinder
Be equipped with template system, described template system is made up of arc veneer, rubber industry block and adjustable plate, described arc veneer by
Outside plate and inner panel composition, described template system are internally provided with releasing agent storage chamber, one end of described releasing agent storage chamber
Pressure controller is connected with, described pressure controller is connected with spray nozzle, and described spray nozzle is connected with releasing agent spray-hole,
The other end of described releasing agent storage chamber is connected with feed tube, and air nozzle is additionally provided with inside described template system, described
One end of air nozzle air compressor is connected with by appendix, the other end of described air nozzle is connected with fumarole, institute
The releasing agent spray-hole and fumarole stated are arranged on inner panel, and described adjustable plate is made up of dynamic plate and fixed board, and described is dynamic
Spring is provided between plate and fixed board, steel reinforcement cage and thickness control of protection cover of rebar system are provided with the inside of described template system
System, described thickness control of protection cover of rebar system is made up of hemisphere, club, flexible collar, connecting tube, fixing bolt, described
Hydraulic cylinder be also associated with operating system.
2. floating type column die device as claimed in claim 1, it is characterised in that：Two are provided with described template system
Individual adjustable plate, by the mutual motor adjustment width that plate and fixed board are moved in adjustable plate.
3. floating type column die device as claimed in claim 1, it is characterised in that：Described thickness control of protection cover of rebar
The quantity of flexible collar in system is two, and the distance between described two flexible collars are consistent with steel reinforcement cage diameter.
4. floating type column die device as claimed in claim 1, it is characterised in that：Described operating system is by control member
Part, control software, Operation switch composition.
5. the construction technology of floating type column die device as claimed in claim 1, it is characterised in that：It includes following step
Suddenly：
Step 1）：Preparation of construction, surveying and locating, mechanical erection, hemisphere are prefabricated, thickness control of protection cover of rebar system blanking；
Step 2）：Steel Reinforcing Bar Material, colligation, welding, steel reinforcement cage installation；
Step 3）：Thickness control of protection cover of rebar system is installed, by bisymmetric two vertical reinforcements with two flexible collars
Block；
Step 4）：Whole die device is installed in place；
Step 5）：Injection releasing agent for the first time；
Step 6）：Template adjustment supercharging switch is opened, for the template of device in the presence of hydraulic system, inner panel is close to hemisphere；
Step 7）：Casting concrete；
Step 8）：In concrete initial set, the jet button of opening operation system；
Step 9）：After concrete strength is formed, the jet button of shutoff operation system, again push system go out liquid by
Button；
Step 10）：Opening operation system relief cock, whole device is removed after being completely disengaged etc. template and column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710989880.3A CN107558383B (en) | 2017-10-23 | 2017-10-23 | Floating type column die device and construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710989880.3A CN107558383B (en) | 2017-10-23 | 2017-10-23 | Floating type column die device and construction technology |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107558383A true CN107558383A (en) | 2018-01-09 |
| CN107558383B CN107558383B (en) | 2018-06-26 |
Family
ID=60986877
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710989880.3A Active CN107558383B (en) | 2017-10-23 | 2017-10-23 | Floating type column die device and construction technology |
Country Status (1)
| Country | Link |
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| CN (1) | CN107558383B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113779669A (en) * | 2021-08-24 | 2021-12-10 | 深圳市华阳国际工程设计股份有限公司 | Wall column reinforcement map automatic generation method, storage medium and terminal equipment |
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| CN201151882Y (en) * | 2008-01-30 | 2008-11-19 | 中铁十三局集团有限公司 | Diameter adjustable steel form plate for pier |
| KR101243775B1 (en) * | 2010-01-06 | 2013-03-14 | 양준석 | Apparatus of Constructing Bridge and Method of Constructing Bridge by Using the Same |
| CN103510469A (en) * | 2012-06-28 | 2014-01-15 | 中铁二十五局集团建筑安装工程有限公司 | Construction method for manufacturing thin-walled hollow pier |
| CN105544397A (en) * | 2015-12-14 | 2016-05-04 | 中交一公局第三工程有限公司 | High concrete pier construction formwork device |
| CN206346105U (en) * | 2016-10-28 | 2017-07-21 | 中铁大桥局集团有限公司 | A kind of bridge pier body formwork with stripper apparatus |
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2017
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1348131A (en) * | 1970-05-28 | 1974-03-13 | Dobson Park Ind | Cast or moulded structures and the making thereof |
| CN201151882Y (en) * | 2008-01-30 | 2008-11-19 | 中铁十三局集团有限公司 | Diameter adjustable steel form plate for pier |
| KR101243775B1 (en) * | 2010-01-06 | 2013-03-14 | 양준석 | Apparatus of Constructing Bridge and Method of Constructing Bridge by Using the Same |
| CN103510469A (en) * | 2012-06-28 | 2014-01-15 | 中铁二十五局集团建筑安装工程有限公司 | Construction method for manufacturing thin-walled hollow pier |
| CN105544397A (en) * | 2015-12-14 | 2016-05-04 | 中交一公局第三工程有限公司 | High concrete pier construction formwork device |
| CN206346105U (en) * | 2016-10-28 | 2017-07-21 | 中铁大桥局集团有限公司 | A kind of bridge pier body formwork with stripper apparatus |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113779669A (en) * | 2021-08-24 | 2021-12-10 | 深圳市华阳国际工程设计股份有限公司 | Wall column reinforcement map automatic generation method, storage medium and terminal equipment |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107558383B (en) | 2018-06-26 |
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