CN206721858U - The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete - Google Patents
The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete Download PDFInfo
- Publication number
- CN206721858U CN206721858U CN201720500563.6U CN201720500563U CN206721858U CN 206721858 U CN206721858 U CN 206721858U CN 201720500563 U CN201720500563 U CN 201720500563U CN 206721858 U CN206721858 U CN 206721858U
- Authority
- CN
- China
- Prior art keywords
- beam support
- steel
- rear end
- nut
- screw rod
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses the carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete, it is by beam support (1), one phase embedded part (2), shear bearing (3) composition, the steel plate outerplanar of described beam support (1) rear end is in contact with the surface of a described phase embedded part (2), the high-strength screw rod (2.2.6) of exposed steel buried plate (2.1) passes through the steel plain of beam support (1) rear end, the fixed beam support (1) of each described high-strength screw rod (2.2.6) head set upper gasket (2.2.5) and mechanical nut (2.2.7) is in the upright metope of armored concrete, the steel plate base of described beam support (1) rear end holds out against and welded with shearing bearing (3).It overcomes the construction for being unfavorable for creeping formwork in the prior art, the shortcomings that overhanging section of all phase anchor poles for needing to leave concrete body surface face is cut off and its scope metope need to carry out partly flat processing, with simple in construction, it is convenient to mount and dismount, the advantages of concrete structure construction and live ship end structure assembly quality more easy to control.
Description
Technical field
Hydraulic and Hydro-Power Engineering ship lift technical field is the utility model is related to, is more specifically that armored concrete is straight
The carrier bar and rail beam bearing embedded parts structure in wall face.
Background technology
Water conservancy and hydropower vertical ship lift engineering, the support frame above one Bailey bracket are responsible for king-post crossbeam, longeron, sightseeing
Platform construction template is set up passes through shellfish thunder with the load of concreting weight, template and concrete and support frame and Bailey bracket etc.
Carrier bar under frame is placed on the beam support that the upright L of king-post is connected with one phase of T-shaped metope embedded part；Divide secondly temporary bridge machine is used as
The welding of section ship railway carriage or compartment cellular construction and the on-site hoisting equipment of ship railway carriage or compartment partial devices, its track girder run are equally to utilize to set up
On the beam support that the upright L of king-post is connected with one phase of T-shaped metope embedded part.One phase embedded part of concrete structure and beam support is because in same
One construction section, usual carrier bar and rail beam bearing are the scheme that a phase anchor pole is buried, and a phase anchor pole total length includes length of embedment
With the sum of both protruded lengths.After carrier bar and rail beam bearing use end and removed, to keep the clean and tidy and beautiful of concrete dignity
See, it is necessary to which overhanging section of all phase anchor poles left to concrete body surface face is cut off, to keep the flat of concrete body embedded part scope inner wall surface
Whole and be surface-treated, the duration is longer.
The pattern is easy to manufacture and install, and the template of concrete body needs to leave garden hole, is easy to pass through anchor pole；Its deficiency：It is unfavorable
In creeping formwork (sliding formwork) construction, it is necessary to overhanging section of all phase anchor poles left to concrete body surface face is cut off, concrete in the range of embedded part
Body metope need to carry out the processing of surfacing.
The content of the invention
The purpose of this utility model is the weak point for overcoming above-mentioned background technology, and proposes armored concrete upright wall
The carrier bar and rail beam bearing embedded parts structure in face.
The purpose of this utility model is implemented by following technical solution：The carrier bar of the upright metope of armored concrete
With rail beam bearing embedded parts structure, it is made up of beam support, a phase embedded part, shearing bearing, the steel plate of described beam support rear end
Outerplanar is in contact with the surface of a described phase embedded part, and the high-strength screw rod of exposed steel buried plate passes through the steel plate of beam support rear end
Plane, each described high-strength screw rod head set upper gasket and machinery fix beam support in armored concrete upright wall with nut
Face, the steel plate base of described beam support rear end hold out against and welded with shearing bearing；
A described phase embedded part includes steel buried plate and high-strength bolt component, and described high-strength bolt component includes tail end
Seat, nut for building, anchor pole, anchor cone, packing ring, machinery nut and high-strength screw rod；
The afterbody of described anchor pole is provided with tail end seat, nut for building is installed on described tail end seat, it is described
Anchor pole head and described high-strength screw rod between be cased with anchor cone, anchor cone lower end is provided with nut for building, in anchor cone
It is tight fit that head with shoulder, which is extend into described steel buried plate, and shoulder holds out against fixation, described steel with steel buried plate inner surface
Buried plate outer surface is contacted with the steel plate outer surface of described beam support rear end, and machinery is cased with the head of described high-strength screw rod
With nut, and packing ring is provided between machinery is with the inner surface of nut and described beam support.
In the above-mentioned technical solutions：Carrier bar or track girder are placed with described beam support.
In the above-mentioned technical solutions：In the steel plate of described beam support rear end and the contact surface of described steel buried plate steel buried plate
Advance sandblasting simultaneously applies inorganic zinc rich paint and is brought into close contact to form rubbing surface.
The utility model has the following advantages that：The utility model is simple in construction, is convenient to mount and dismount, concrete structure construction and existing
Field ship end structure assembly quality is more easy to control, suitable for ship lift major project civil engineering and the carrier bar of equipment component installing engineering
Arranged with rail beam bearing embedded parts structure along the upright L of concrete and T-shaped metope.
Brief description of the drawings
Fig. 1 is carrier bar of the present utility model or rail beam bearing and a phase embedded part and the sectional view for shearing bearing.
Fig. 2 is carrier bar of the present utility model or rail beam bearing and a phase embedded part and the structural plan for shearing bearing.
Fig. 3 is the structural representation detail drawing of a phase embedded part.
In figure：It is beam support 1, a phase embedded part 2, steel buried plate 2.1, high-strength bolt component 2.2, tail end seat 2.2.1, for building
Nut 2.2.2, anchor pole 2.2.3, anchor cone 2.2.4, packing ring 2.2.5, high-strength screw rod 2.2.6, machinery nut 2.2.7, shearing
Bearing 3.
Embodiment
Describe performance of the present utility model in detail below in conjunction with the accompanying drawings, but they are not formed to of the present utility model
Limit, it is only for example, while will become clearer and be readily appreciated that the advantages of by illustrating the utility model.
Shown in reference picture 1-3：The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete, it is by beam branch
1, one phase embedded part 2 of seat, shearing bearing 3 form, the steel plate outerplanar of the described rear end of beam support 1 and a described phase embedded part 2
Surface is in contact, and the high-strength screw rod 2.2.6 of exposed steel buried plate 2.1 passes through the steel plain of the rear end of beam support 1, each described
High-strength screw rod 2.2.6 heads cover upper gasket 2.2.5 and machinery with nut 2.2.7 to fix beam support 1 upright in armored concrete
Metope, the steel plate base of the described rear end of beam support 1 hold out against and welded with shearing bearing 3；
A described phase embedded part 2 includes steel buried plate 2.1 and high-strength bolt component 2.2, described high-strength bolt component
2.2 include tail end seat 2.2.1, nut 2.2.2 for building, anchor pole 2.2.3, anchor cone 2.2.4, packing ring 2.2.5, machinery nut
2.2.7 with high-strength screw rod 2.2.6；
Described anchor pole 2.2.3 afterbody is provided with tail end seat 2.2.1, is provided with described tail end seat 2.2.1
Nut 2.2.2 for building, anchor cone is cased between described anchor pole 2.2.3 head and described high-strength screw rod 2.2.6
2.2.4, anchor cone 2.2.4 lower ends are provided with nut 2.2.2 for building, extend on heads of the anchor cone 2.2.4 with shoulder described
Steel buried plate 2.1 in be tight fit, shoulder and steel buried plate inner surface hold out against fixation, the described outer surface of steel buried plate 2.1 with it is described
The rear end of beam support 1 steel plate outer surface contact, be cased with machinery nut on described high-strength screw rod 2.2.6 head
2.2.7, and between machinery is with the inner surface of nut 2.2.7 and described beam support 1 it is provided with packing ring 2.2.5；Described beam
Carrier bar or track girder are placed with bearing 1；Steel plate and described steel buried plate steel buried plate 2.1 in the described rear end of beam support 1
The advance sandblasting of contact surface and apply inorganic zinc rich paint and be brought into close contact to form rubbing surface.
Above-mentioned unspecified part is prior art.
Claims (3)
1. the carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete, it is characterised in that：It is by beam support
(1), a phase embedded part (2), shearing bearing (3) composition, the steel plate outerplanar and a described phase of described beam support (1) rear end bury
The surface of part (2) is in contact, and the high-strength screw rod (2.2.6) of exposed steel buried plate (2.1) is put down through the steel plate of beam support (1) rear end
Face, each described high-strength screw rod (2.2.6) head set upper gasket (2.2.5) and mechanical nut (2.2.7) fixed beam branch
Seat (1) holds out against and welded with shearing bearing (3) in the upright metope of armored concrete, the steel plate base of described beam support (1) rear end
Connect；
A described phase embedded part (2) includes steel buried plate (2.1) and high-strength bolt component (2.2), described high-strength bolt group
Part (2.2) includes tail end seat (2.2.1), nut for building (2.2.2), anchor pole (2.2.3), anchor cone (2.2.4), packing ring
(2.2.5), mechanical nut (2.2.7) and high-strength screw rod (2.2.6)；
The afterbody of described anchor pole (2.2.3) is provided with tail end seat (2.2.1), installed on described tail end seat (2.2.1)
There is nut for building (2.2.2), be cased between the head of described anchor pole (2.2.3) and described high-strength screw rod (2.2.6)
Anchor cone (2.2.4), anchor cone (2.2.4) lower end is provided with nut for building (2.2.2), in the head of anchor cone (2.2.4) with shoulder
It is tight fit that portion, which is extend into described steel buried plate (2.1), and shoulder holds out against fixation, described steel buried plate with steel buried plate inner surface
(2.1) outer surface contacts with the steel plate outer surface of described beam support (1) rear end, in described high-strength screw rod (2.2.6)
Head is cased with machinery nut (2.2.7), and between the inner surface of mechanical nut (2.2.7) and described beam support (1)
It is provided with packing ring (2.2.5).
2. the carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete according to claim 1, it is special
Sign is：Carrier bar or track girder are placed with described beam support (1).
3. the carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete according to claim 1 or 2, its
It is characterised by：In the advance sandblasting of contact surface of the steel plate and described steel buried plate steel buried plate (2.1) of described beam support (1) rear end
And apply inorganic zinc rich paint and be brought into close contact to form rubbing surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720500563.6U CN206721858U (en) | 2017-05-05 | 2017-05-05 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720500563.6U CN206721858U (en) | 2017-05-05 | 2017-05-05 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206721858U true CN206721858U (en) | 2017-12-08 |
Family
ID=60510327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720500563.6U Active CN206721858U (en) | 2017-05-05 | 2017-05-05 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206721858U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930265A (en) * | 2017-05-05 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
-
2017
- 2017-05-05 CN CN201720500563.6U patent/CN206721858U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930265A (en) * | 2017-05-05 | 2017-07-07 | 长江勘测规划设计研究有限责任公司 | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202559345U (en) | Bottom-expanded pre-stress anti-floating anchor rod | |
| CN105064511A (en) | Connecting structure of prestress hollow floor slab and H-shaped steel beam and construction method thereof | |
| CN104405403A (en) | Construction method capable of controlling deformation of surrounding rock of underground excavated large-span subway station | |
| CN109184189A (en) | A kind of diameter Silo conical shell silo roof construction method | |
| CN112523110B (en) | Suspended casting construction hanging basket suspension system convenient to move | |
| CN103334379A (en) | Construction method for hanging part of anti-collision guardrail on expressway | |
| CN106939553A (en) | A kind of Steel Bridge Deck and steel box arch rib installation method | |
| CN104563524B (en) | Anti-water-seepage prefabricated slab construction method | |
| CN206721858U (en) | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete | |
| CN108301428A (en) | The pre- tensioning post-tensioning pile foundation of stake top and construction technology | |
| CN207538841U (en) | A kind of hydraulic tunnel inverted arch cambered surface slip form construction device | |
| CN105781012A (en) | Steel box girder external prestressed construction technology of civil building | |
| CN102352690B (en) | Construction method of anti-floating locating system of cast-in-place concrete hollow floorslab steel tube | |
| CN103967332B (en) | The construction method of a kind of building site enclosing | |
| CN106930265A (en) | The carrier bar and rail beam bearing embedded parts structure of the upright metope of armored concrete | |
| CN205529915U (en) | Ladder type masts type hangs pieces together loop wheel machine | |
| CN208843546U (en) | A kind of structure adjusting stairway shaft length | |
| CN204299162U (en) | To encorbelment steel I-beam anchor structure | |
| CN203145040U (en) | Prefabricated slab iron tower foundation convenient to disassemble and transport | |
| CN102287050B (en) | Construction method for long-span steel reinforced concrete roof truss | |
| CN208733454U (en) | CFST Arch Bridge external prestressing tie-rod system | |
| CN204199434U (en) | Prestressing force assembled architecture | |
| CN103806374A (en) | Assembled road steel bridge overall track erection and push system and process | |
| JP2008215042A (en) | Method for composing rc floor slab and two main girder bridge | |
| CN102877859A (en) | End mould structure for tunnel secondary lining and mounting method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |