CN207646887U - One kind climbing cone embedded system - Google Patents
One kind climbing cone embedded system Download PDFInfo
- Publication number
- CN207646887U CN207646887U CN201721659818.XU CN201721659818U CN207646887U CN 207646887 U CN207646887 U CN 207646887U CN 201721659818 U CN201721659818 U CN 201721659818U CN 207646887 U CN207646887 U CN 207646887U
- Authority
- CN
- China
- Prior art keywords
- cone
- fitting
- built
- climbs
- climbing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Ladders (AREA)
Abstract
The utility model discloses one kind and climbing cone embedded system, it is applied to cast-in-place concrete top surface or side or bottom surface can, main body is one to climb cone built-in fitting, including stressed bolt, climb cone, connecting screw, embedded part plate, and the stressed bolt, climbing cone, connecting screw, embedded part plate, screw thread is screwed on successively.According to different construction sites, some is climbed cone embedded system setting anchor slab, fixing steel plate, location nut etc. and is fixed, and some need to only be fixed by template.Compared with prior art, the advantages of the utility model shows is bearing capacity height, climbs cone and stressed bolt is detachably reused, the holder suitable for building and bridge, bracket, bracket, creeping formwork, operating platform, a series of built-in fitting constructions such as tower crane attached wall strut, elevator attached wall.
Description
Technical field
The utility model is related to the pre-buried technologies of construction, specifically climbing cone built-in fitting system about one kind.
Background technology
In traditional architectural engineering, built-in fitting mostly uses anchor slab 100 and 200 welding form of dowel, as shown in Figure 1, traditional
Built-in fitting is disposably embedded in building, causes waste of material, uneconomical；Meanwhile anchor slab and part dowel are located at concrete
In protective layer, if without cutting, the durability of corrosion pass effect structural concrete is easily formed, if being cut and being repaiied
It mends, then heavy workload, the appearance of influence building.
Cone is climbed, early application has used for many years, quality is guaranteed in construction projects in creeping formwork structure.Cone will be climbed to answer
It uses and pours in built-in fitting, recognized in recent years by everybody and gradually have developed.
Utility model content
For the deficiency of the built-in fitting system of existing anchor slab dowel combining form, the utility model provides one kind and climbing cone in advance
System is buried, which can be applied in cast-in-place concrete building different direction Embedment Construction, and part is dismountable, recyclable to make
With, and facade aesthetic feeling is not influenced.
The utility model solves the above technical problem and takes following technical scheme：
The first climbs cone embedded system, it be applied to cast-in-place concrete top surface or side, to anchor slab size be less than 400 ×
The built-in fitting of 400mm positions, including climbs cone built-in fitting, fixing steel plate, location nut, anchor slab；It is described climb cone built-in fitting include by
Power bolt climbs cone, connecting screw, embedded part plate, and the stressed bolt, climbing cone, connecting screw, embedded part plate, screw thread is screwed on successively, institute
It is taper part to state and climb cone and embedded part plate all, and the small tapered end of the two is opposite；The fixing steel plate is threaded through the connection by trepanning
On screw rod；The location nut is screwed on the connecting screw, is jointly clamped in the fixing steel plate with the cone of climbing
Between；The anchor slab is located in by stressed bolt climbs tapered end mouth.
Climb cone embedded system second, it is applied to cast-in-place concrete top surface, to anchor slab size more than 400 × 400mm's
Built-in fitting positions, including climbs cone built-in fitting and anchor slab；The cone built-in fitting of climbing includes stressed bolt, climbs cone, connecting screw, embedded part
Plate, the stressed bolt, climbing cone, connecting screw, embedded part plate, screw thread is screwed on successively, it is described climb cone and embedded part plate all be taper part,
The small tapered end of the two is opposite；The anchor slab is located in by stressed bolt climbs tapered end mouth, and gas vent is offered on the anchor slab.
The third climbs cone embedded system, it is applied to cast-in-place concrete side, to anchor slab size more than 400 × 400mm's
Built-in fitting positions, including climbs cone built-in fitting and fixing steel plate, positioning bolt, anchor slab；The cone built-in fitting of climbing includes stress spiral shell
Bolt climbs cone, connecting screw, embedded part plate, and the stressed bolt, climbing cone, connecting screw, embedded part plate, screw thread is screwed on successively, described to climb
Cone and embedded part plate are all taper part, and the small tapered end of the two is opposite；The fixing steel plate first passes through positioning bolt and is located in when construction
Tapered end mouth is climbed, the positioning bolt and fixing steel plate are removed after form removable, then position anchor slab by the stressed bolt
Climbing tapered end mouth.
4th kind is climbed cone embedded system, it be applied to cast-in-place concrete side, to anchor slab size much larger than 400 × 400mm,
The high built-in fitting positioning of installation accuracy, including climb cone built-in fitting and template, anchor slab；The cone built-in fitting of climbing includes stress spiral shell
Bolt climbs cone, connecting screw, embedded part plate, and the stressed bolt, climbing cone, connecting screw, embedded part plate, screw thread is screwed on successively, described to climb
Cone and embedded part plate are all taper part, and the small tapered end of the two is opposite；Cone built-in fitting is climbed described in when construction to first pass through stressed bolt and fix
In template, anchor slab is located in by the stressed bolt again after form removable and climbs tapered end mouth.
5th kind is climbed cone embedded system, it be applied to cast-in-place concrete bottom surface, including climb cone built-in fitting and positioning bolt,
Location nut, anchor slab；The cone built-in fitting of climbing includes stressed bolt, climbs cone, connecting screw, embedded part plate, and the stressed bolt is climbed
Screw thread is screwed on successively for cone, connecting screw, embedded part plate, and described to climb cone and embedded part plate all be taper part, and the small tapered end of the two is opposite；Institute
Fixing steel plate is stated to be threaded through on the connecting screw by trepanning；The location nut is screwed on the connecting screw, with institute
It states to climb to bore and the fixing steel plate is clamped in centre jointly；The anchor slab climbs tapered end mouth by stressed bolt positioning.
Further, the above is climbed cone built-in fitting and is embedded in concrete, structure main reinforcement is avoided, when built-in fitting has used
Bi Hou, the stressed bolt take out with cone is climbed.
Further, described above to climb reach >=thickness of concrete cover that cone is connect with stressed bolt.
Compared with prior art, the beneficial effects of the utility model are embodied in：
1. bearing capacity is high.The system climbs cone, high intensity stressed bolt, high intensity connecting screw using cone built-in fitting is climbed
And embedded part plate is high-strength material, is connected through a screw thread between component, single Component composition bearing capacity that covers is high, avoids tradition
It is also easy to produce problems of welded quality between built-in fitting dowel and anchor slab.
2. climbing the processing of cone built-in fitting and peace tearing simplicity open.Climbing cone, stressed bolt, connecting screw and embedded part plate can shape system
Make, is directly purchased by market, live spelling；Built-in fitting use finishes, remove work only need to back-out high-strength bolt, remove anchor slab and
Unscrewed goes out to climb cone.
3. reparation is convenient after construction, improves Surface Quality of Concrete.It, can only there are taper hole hole is climbed after built-in fitting is removed
It is repaired using patching additive of cement concrete, the apparent color and luster of concrete is consistent after repairing.And traditional built-in fitting needs large area to cut and repair
Work, causes concrete appearance aberration larger, and repairing quality is relatively difficult to guarantee.
4. climbing cone built-in fitting can be used in turn, good economy performance.Climb cone, can to go to other in week pre- completely after stressed bolt is removed
It is used in embedded part；Anchor slab can be used for the built-in fitting or other purposes of same type, has also reached certain and has been used in turn rate；Cause
This, has preferable economy.
5. engineering method holder suitable for building and bridge, bracket, bracket, creeping formwork, operating platform, tower crane attached wall strut,
A series of built-in fitting constructions such as elevator attached wall.
Other feature and advantage of the utility model will illustrate in the following description, and partial from specification
It becomes apparent, or is understood by implementing the utility model.
Description of the drawings
Attached drawing is only used for showing the purpose of specific embodiment, and is not considered as limitations of the present invention, entire
In attached drawing, identical reference mark indicates identical component.
Fig. 1 is traditional embedded part structure figure；
Fig. 2 is to climb cone embedded part structure disassembly diagram；
Fig. 3, Fig. 4 are the scheme of installation that embodiment one climbs that cone embedded system is mounted on structure top surface and side；
Fig. 5 is the scheme of installation that embodiment two climbs that cone embedded system is mounted on structure top surface；
Fig. 6 is the scheme of installation that embodiment three climbs that cone embedded system is mounted on texture edge；
Fig. 7 is the scheme of installation that example IV climbs that cone embedded system is mounted on texture edge；
Fig. 8 is the scheme of installation that embodiment five climbs that cone embedded system is mounted on structure floor.
Specific implementation mode
The utility model is described in detail with reference to the accompanying drawings and examples, wherein attached drawing constitutes the application one
Part, and for illustrating the utility model together with the embodiments of the present invention.But it will be appreciated by those skilled in the art that
Following embodiment is not the unique restriction made to technical solutions of the utility model, every in technical solutions of the utility model spirit
The lower any equivalents done of essence or change, are regarded as belonging to the scope of protection of the utility model.
Provided by the utility model to climb cone embedded system, basic building block is to climb cone built-in fitting 1, this climbs cone embedded part structure
As shown in Fig. 2, including stressed bolt 11, climbing cone 12, connecting screw 13, embedded part plate 14 etc..Stressed bolt 11 is preferred 10.9s grades high
Strength bolt, climbs cone 12 and 13 preferred 45# steel parts of connecting screw, 14 preferred ironcasting of embedded part plate, and such selection connecting screw 13 resists
Draw bearing capacity strong, 11 shear resistant capacity of stressed bolt is strong.The assembled relation of several parts is above：Stressed bolt 11 is screwed on
To the one end for climbing cone 12；Climb 12 included internal threads of cone, the other end is screwed onto one end of connecting screw 13, connecting screw 13 it is another
One end is screwed on embedded part plate 14 again.It is taper part to climb cone 12 and embedded part plate 14 all, and installation is complete, and the small tapered end of the latter two is opposite.It does pre-
Buriing working hour climbs cone built-in fitting 1 and is placed in concrete structure, and built-in fitting use finishes, and stressed bolt 11 can be twisted with cone 12 is climbed
Go out, reuse, connecting screw 13 and embedded part plate 14 stay in concrete.When cone 12 is climbed in selection, it is considered as itself and stressed bolt
The reaches of 11 connections are not less than thickness of concrete cover, are climbed after cone in protective layer without ironware with ensureing to remove.When construction,
Cone 12, connecting screw 13, embedded part plate 14 will be climbed and install complete, climb in taper hole after smearing butter and tighten connecting screw again, ensure coagulation
Soil, which does not invade, climbs in taper thread hole, climbs cone outside adhesive tape and butter package in order to dismantle.
It is provided by the utility model that cone embedded system is climbed based on above-mentioned cone built-in fitting 1 of climbing for different construction scenes
Structure is different, sees following embodiment.
Embodiment one
One kind climbing cone embedded system, which is applied to cast-in-place concrete top surface or side, is less than 400 for anchor slab size
The built-in fitting of × 400mm positions, as shown in Figure 3,4, the system include climb cone built-in fitting 1 and fixing steel plate 2, location nut 3,
Anchor slab 4 is positioned by the way of fixing steel plate+location nut.
It climbs cone built-in fitting 1 to be embedded in concrete, avoids structure main reinforcement 5；Fixing steel plate 2 selects sheet metal, which is provided with
Trepanning, position of opening and climbs that cone built-in fitting 1 and anchor slab 4 are consistent, and fixing steel plate 2 is threaded through connecting screw by these trepannings
On 13；Location nut 3 is screwed on connecting screw 13, and fixing steel plate 2 is clamped in centre jointly with cone 12 is climbed；Anchor slab 4 passes through
Stressed bolt 11 is located in stressed bolt 11 and climbs between cone 12, and position of opening on fixing steel plate 2 and anchor slab 4 and climbing is bored pre-buried
The installation site of part 1 is consistent so that three, which can link up to wear, to be connected together, and dystopy error is reduced to the greatest extent, in casting concrete mistake
Cheng Zhong need to observe its situation at any time.
Embodiment two
One kind climbing cone embedded system, the system be applied to cast-in-place concrete top surface, for anchor slab size be more than 400 ×
The built-in fitting of 400mm positions, as shown in figure 5, the system includes climbing cone built-in fitting 1 and anchor slab 4, is bored using anchor slab 4 and climbing pre-buried
Part 1 is directly connected to install, and anchor slab 4, which is avoided climbing taper hole position, offers gas vent, to ensure the density of concrete casting.
Embodiment three
One kind climbing cone embedded system, the system be applied to cast-in-place concrete side, for anchor slab size be more than 400 ×
The built-in fitting of 400mm positions, as shown in fig. 6, the system includes climbing cone built-in fitting 1 and fixing steel plate 2, positioning bolt 6, uses
The mode of fixing steel plate+positioning bolt positions.It climbs cone built-in fitting 1 to be embedded in concrete, avoids structure main reinforcement 5；Fixing steel plate 2
Sheet metal, thereon trepanning, Kong Weiyu is selected to climb cone 1 position consistency of built-in fitting, fixing steel plate 2 first passes through positioning bolt 6 when construction
It is located in positioning bolt 6 and climbs between cone 12 (positioning bolt 6, which is screwed in, climbs in cone 12), then positioning bolt 6 is whole with small steel nail
Body is mounted in template.After concrete blinding removes positioning bolt 6 and fixing steel plate 2 after removing, then will by stressed bolt 11
Anchor slab, which is mounted on, climbs 12 ports of cone.Since fixing steel plate is affixed on template medial surface, there are thin in concrete cover for this method
Notch, need to be by mending brush healant reparation.
Example IV
One kind climbing cone embedded system, which is applied to cast-in-place concrete side, for anchor slab size much larger than 400 ×
It is pre- to climb cone as shown in fig. 7, the system includes climbing cone built-in fitting 1 and template 7 for the high built-in fitting positioning of 400mm, installation accuracy
Embedded part 1 is fixed on by stressed bolt 11 in template 7, and the method has template certain damage.It is carried out again after form removable
Anchor slab is installed.
Embodiment five
One kind climbing cone embedded system, which is applied to cast-in-place concrete bottom surface, when built-in fitting is located at concrete bottom,
The mode that fixing steel plate+location nut can be used positions.As shown in figure 8, the system includes climbing cone built-in fitting 1 and fixing steel plate
2, location nut 3, anchor slab 4, are positioned by the way of fixing steel plate+location nut.Cone built-in fitting 1 is climbed to be embedded in concrete,
Avoid structure main reinforcement 5；Fixing steel plate 2 selects sheet metal, which is provided with trepanning, position of opening and climbs cone built-in fitting 1 and anchor slab 4
Consistent, fixing steel plate 2 is threaded through by these trepannings on connecting screw 13, and blanking need to be opened up when fixing steel plate size is larger
Hole, to ensure the density of concrete casting；Location nut 3 is screwed on connecting screw 13, and steel will be positioned jointly with cone 12 is climbed
Plate 2 is clamped in centre；Anchor slab 4 by stressed bolt 11 be located in stressed bolt 11 and climb cone 12 between, fixing steel plate 2 and anchor slab
Position of opening on 4 is consistent with the cone installation site of built-in fitting 1 is climbed so that three, which can link up to wear, to be connected together, and reduces to the greatest extent
Dystopy error need to observe its situation at any time during casting concrete.
Originally the basic principle for climbing cone embedded system is by being embedded in embedded part plate inside concrete, connecting screw and climbing cone
Counter pull is provided and is transferred force on concrete structure；Stressed bolt is connected with cone is climbed, and anchor slab is fixedly connected with this；Make entire
Built-in fitting system is capable of providing counter-force.Originally cone embedded system is climbed compared with traditional built-in fitting, stressed bolt and to climb cone, anchor slab removable
It unloads, has the characteristics that dismantled and assembled, reusable, easy to operate, quality and safe.
Originally cone embedded system holder, bracket, bracket, creeping formwork, operating platform, tower crane attached wall suitable for building and bridge are climbed
A series of built-in fitting constructions such as strut, elevator attached wall.Repetition measurement climbs the physical location of cone after form removable, checks and construction drawing position
The deviation set.If climbing cone installation site and construction drawing position deviation being larger, anchor slab hole should be opened up according to physical location, to ensure
It is effectively connected between anchor slab and embedded part system, it is ensured that the whole force request of built-in fitting.Cone installation site is climbed individually and is applied if existing
There is small deviation in work drawing position, can carry out reaming to anchor slab hole, cushioning certain thickness backing plate welds between backing plate and anchor slab, selects
It is fixed with lengthening stressed bolt.Stressed bolt is applied be screwed into place one by one on anchor slab, if finding, embedded part system is equipped with inclination, by
Power bolt need to add spring washer, to prevent bolt strained loosening.Built-in fitting in the construction process, should inspect periodically the pine of bolt
Tightly.If bracket, holder etc. use site welding, it need to ensure not damage stressed bolt in welding process, need to take in welding process
Measure prevents anchor slab from deforming, and weldquality need to meet code requirement.Embedded system installation after, need to geotextiles to climb taper hole into
Row blocks, and end is wrapped up with transparent rubberized fabric, to prevent cement mortar in concreting process from entering taper hole.After the completion of use, by
A dismounting stressed bolt, removes anchor slab, using it is special unload tool and will climb cone unscrewed take out, stressed bolt after taking-up and climb cone, into
Row removing surface and oiling store classifiedly in case being used in turn.After the completion of built-in fitting is removed, the adhesive tape inside taper hole will be climbed and dug
Go out, first soaked with water, then taper hole is climbed with the closure of special healant.
The preferable specific implementation mode of the above, only the utility model, but the scope of protection of the utility model is not
It is confined to this, any one skilled in the art within the technical scope disclosed by the utility model, can readily occur in
Change or replacement, should be covered within the scope of the utility model.
Claims (7)
1. one kind climbing cone embedded system, which is characterized in that it is applied to cast-in-place concrete top surface or side, is less than to anchor slab size
The built-in fitting of 400 × 400mm positions, including climbs cone built-in fitting, fixing steel plate, location nut, anchor slab；
The cone built-in fitting of climbing includes stressed bolt, climbs cone, connecting screw, embedded part plate, and the stressed bolt climbs cone, connection spiral shell
Screw thread is screwed on successively for bar, embedded part plate, and described to climb cone and embedded part plate all be taper part, and the small tapered end of the two is opposite；
The fixing steel plate is threaded through by trepanning on the connecting screw；
The location nut is screwed on the connecting screw, and the fixing steel plate is clamped in centre jointly with the cone of climbing；
The anchor slab is located in by stressed bolt climbs tapered end mouth.
2. one kind climbing cone embedded system, which is characterized in that it be applied to cast-in-place concrete top surface, to anchor slab size be more than 400 ×
The built-in fitting of 400mm positions, including climbs cone built-in fitting and anchor slab；
The cone built-in fitting of climbing includes stressed bolt, climbs cone, connecting screw, embedded part plate, and the stressed bolt climbs cone, connection spiral shell
Screw thread is screwed on successively for bar, embedded part plate, and described to climb cone and embedded part plate all be taper part, and the small tapered end of the two is opposite；
The anchor slab is located in by stressed bolt climbs tapered end mouth, and gas vent is offered on the anchor slab.
3. one kind climbing cone embedded system, which is characterized in that it be applied to cast-in-place concrete side, to anchor slab size be more than 400 ×
The built-in fitting of 400mm positions, including climbs cone built-in fitting and fixing steel plate, positioning bolt, anchor slab；
The cone built-in fitting of climbing includes stressed bolt, climbs cone, connecting screw, embedded part plate, and the stressed bolt climbs cone, connection spiral shell
Screw thread is screwed on successively for bar, embedded part plate, and described to climb cone and embedded part plate all be taper part, and the small tapered end of the two is opposite；
The fixing steel plate, which first passes through positioning bolt and is located in, when construction climbs tapered end mouth, and the positioning spiral shell is removed after form removable
Bolt and fixing steel plate, then anchor slab is located in by the stressed bolt and climbs tapered end mouth.
4. one kind climbing cone embedded system, which is characterized in that it is applied to cast-in-place concrete side, and 400 are much larger than to anchor slab size
The high built-in fitting positioning of × 400mm, installation accuracy, including climb cone built-in fitting and template, anchor slab；
The cone built-in fitting of climbing includes stressed bolt, climbs cone, connecting screw, embedded part plate, and the stressed bolt climbs cone, connection spiral shell
Screw thread is screwed on successively for bar, embedded part plate, and described to climb cone and embedded part plate all be taper part, and the small tapered end of the two is opposite；
Cone built-in fitting is climbed described in when construction to first pass through stressed bolt and be fixed in template, passes through the stress again after form removable
Anchor slab is located in by bolt climbs tapered end mouth.
5. one kind climbing cone embedded system, which is characterized in that it is applied to cast-in-place concrete bottom surface, including climbs cone built-in fitting and determine
Position steel plate, positioning bolt, location nut, anchor slab；
The cone built-in fitting of climbing includes stressed bolt, climbs cone, connecting screw, embedded part plate, and the stressed bolt climbs cone, connection spiral shell
Screw thread is screwed on successively for bar, embedded part plate, and described to climb cone and embedded part plate all be taper part, and the small tapered end of the two is opposite；
The fixing steel plate is threaded through by trepanning on the connecting screw；
The location nut is screwed on the connecting screw, and the fixing steel plate is clamped in centre jointly with the cone of climbing；
The anchor slab climbs tapered end mouth by stressed bolt positioning.
6. climbing cone embedded system according to claim 1-5 any one of them, which is characterized in that the cone built-in fitting of climbing is embedded in
In concrete, structure main reinforcement is avoided, after built-in fitting use, the stressed bolt takes out with cone is climbed.
7. climbing cone embedded system according to claim 1-5 any one of them, which is characterized in that the cone of climbing connects with stressed bolt
Reach >=the thickness of concrete cover connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721659818.XU CN207646887U (en) | 2017-12-04 | 2017-12-04 | One kind climbing cone embedded system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721659818.XU CN207646887U (en) | 2017-12-04 | 2017-12-04 | One kind climbing cone embedded system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207646887U true CN207646887U (en) | 2018-07-24 |
Family
ID=62882566
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721659818.XU Active CN207646887U (en) | 2017-12-04 | 2017-12-04 | One kind climbing cone embedded system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207646887U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110748162A (en) * | 2019-10-30 | 2020-02-04 | 中国铁建重工集团股份有限公司 | Turnover device and turnover method of turnover device |
| CN110821174A (en) * | 2019-10-22 | 2020-02-21 | 深圳市广胜达建设有限公司 | Die adjusting embedded part and aluminum alloy template diagonal bracing device |
| CN111395185A (en) * | 2020-03-31 | 2020-07-10 | 云南工程建设总承包股份有限公司 | System and method for applying electric bridge type scaffold platform to construction of equal-section high pier |
| CN111395184A (en) * | 2020-03-31 | 2020-07-10 | 云南工程建设总承包股份有限公司 | System and method for constructing high pier with gradually-changed section by using electric bridge type scaffold platform |
| CN112695897A (en) * | 2020-12-30 | 2021-04-23 | 中交路桥华南工程有限公司 | Embedded part embedding method and embedded part |
| CN112922361A (en) * | 2021-01-22 | 2021-06-08 | 中交路桥华南工程有限公司 | Bracket positioning and mounting method |
| CN113309255A (en) * | 2021-06-25 | 2021-08-27 | 中建三局第三建设工程有限责任公司 | Shear wall cantilever reinforcing structure, construction method and building construction method |
-
2017
- 2017-12-04 CN CN201721659818.XU patent/CN207646887U/en active Active
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821174A (en) * | 2019-10-22 | 2020-02-21 | 深圳市广胜达建设有限公司 | Die adjusting embedded part and aluminum alloy template diagonal bracing device |
| CN110748162A (en) * | 2019-10-30 | 2020-02-04 | 中国铁建重工集团股份有限公司 | Turnover device and turnover method of turnover device |
| CN110748162B (en) * | 2019-10-30 | 2021-12-07 | 中国铁建重工集团股份有限公司 | Turnover device and turnover method of turnover device |
| CN111395185A (en) * | 2020-03-31 | 2020-07-10 | 云南工程建设总承包股份有限公司 | System and method for applying electric bridge type scaffold platform to construction of equal-section high pier |
| CN111395184A (en) * | 2020-03-31 | 2020-07-10 | 云南工程建设总承包股份有限公司 | System and method for constructing high pier with gradually-changed section by using electric bridge type scaffold platform |
| CN112695897A (en) * | 2020-12-30 | 2021-04-23 | 中交路桥华南工程有限公司 | Embedded part embedding method and embedded part |
| CN112922361A (en) * | 2021-01-22 | 2021-06-08 | 中交路桥华南工程有限公司 | Bracket positioning and mounting method |
| CN113309255A (en) * | 2021-06-25 | 2021-08-27 | 中建三局第三建设工程有限责任公司 | Shear wall cantilever reinforcing structure, construction method and building construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207646887U (en) | One kind climbing cone embedded system | |
| CN104895318B (en) | Aluminum alloy template system and construction method of same | |
| CN107190866B (en) | A kind of construction method of assembled architecture overhanging outrigger anchor hoop | |
| CN106801517B (en) | External reinforcing and reinforcing method for school shed with prefabricated porous plate brick mixed structure | |
| CN110528950B (en) | Assembled hidden bracket type beam-column joint connecting device | |
| CN106639319A (en) | Rotten root prevention construction method for shear walls, columns and other concrete vertical structures | |
| CN103806660A (en) | Stiff concrete structure beam-column node construction method | |
| CN208702140U (en) | A kind of shear wall joint part formwork reinforcement structure | |
| CN108999398A (en) | The Formwork Installation Method of steel and concrete composite structure beam | |
| CN110821156A (en) | Sinking type toilet hanging die structure and construction method thereof | |
| CN113605771B (en) | Prestress assembly type frame structure system | |
| CN103526930A (en) | Multi-directional intersection reinforced bare concrete inclined column construction method | |
| CN207110468U (en) | A kind of shear wall joint part template reinforcing device | |
| CN105735134B (en) | Temporary tensioning method for stub matching prefabricated box girders | |
| CN201695682U (en) | Anchorage | |
| CN114370188A (en) | Construction method for public pipe gallery of industrial plant area in severe cold region | |
| CN106906996A (en) | Reusable pre-buried ring | |
| CN113323359A (en) | Novel flower basket pull rod tool type overhanging frame construction method | |
| CN205776797U (en) | The preburied component of secondary structure tension rib | |
| CN205348724U (en) | Detachable wire rope rings anchor structure of external scaffolding of encorbelmenting | |
| CN207377078U (en) | A kind of construction scaffold of reusable edible | |
| CN107447975A (en) | Exterior wall scaffold tapered cup nut wall-connecting piece | |
| CN214575683U (en) | Combined sleeving mold for keeping and plugging cast-in-situ floor pay-off hole | |
| CN100366854C (en) | Method for structuring sightseeing tower from H type steel and method for manufacturing H type steel structure | |
| CN212715979U (en) | Pre-buried combination external member device of suitable load hoist and mount usefulness in cast-in-place reinforced concrete roof beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Ye Chengyin Inventor after: Zhou Yongtao Inventor after: Tian Bin Inventor after: Cai Jingwang Inventor after: Ruan Kun Inventor after: Shang Xin Inventor after: Zhu Changchun Inventor after: Bian Jia Inventor after: Yan Wenliang Inventor before: Ye Chengyin Inventor before: Zhou Yongtao Inventor before: Tian Bin Inventor before: Cai Jingwang Inventor before: Ruan Kun Inventor before: Shang Xin Inventor before: Zhu Changchun Inventor before: Bian Jia Inventor before: Yan Wenliang |
|
| CB03 | Change of inventor or designer information |