CN207194173U - Non-destructive post-install - Google Patents
Non-destructive post-install Download PDFInfo
- Publication number
- CN207194173U CN207194173U CN201720920025.2U CN201720920025U CN207194173U CN 207194173 U CN207194173 U CN 207194173U CN 201720920025 U CN201720920025 U CN 201720920025U CN 207194173 U CN207194173 U CN 207194173U
- Authority
- CN
- China
- Prior art keywords
- plate
- building body
- hoop plate
- install
- round
- 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
Abstract
A kind of non-destructive post-install, it includes the upper hoop plate positioned at building body top surface, and the lower hoop plate positioned at building body bottom surface；The floor of the building body top surface offers vertical through hole, and vertical screw rod is provided with the through hole, and the screw rod both ends are located on this respectively binds round in plate and lower hoop plate, and is fixed by fixing nut；The outer end that plate and lower hoop plate are bound round on this is stretched out on the outside of the building body, and is bound round on this and be fixed with keel shoe between plate and the lower outer end for binding round plate.The utility model non-destructive post-install, efficiently avoid the destruction to original structure presstressed reinforcing steel, and buried plate is replaced in the form of anchor ear, ensure that the reliability of agent structure stress；Keel shoe makes whole product, assembled installation, reduces the welding capacity at scene, reduces disaster hidden-trouble, and effectively increase in-site installation efficiency.
Description
Technical field
A kind of embedded part is the utility model is related to, particularly a kind of non-destructive post-install.
Background technology
In Building Curtain Wall Structures, existing rear Anchorage Plan typically uses beats post-install on the body construction.However,
For the Structural Engineering of presstressed reinforcing steel be present, original structure can be destroyed by so doing, and cause major structure of construction intensity to decline, to building
It is unfavorable to build.
Utility model content
The purpose of this utility model is to provide a kind of non-destructive post-install, in the case where not destroying original structure,
Post-install is replaced using anchor ear form, to ensure the installation of curtain wall.
To achieve the above object, the utility model takes following technical scheme：
A kind of non-destructive post-install, it includes the upper hoop plate positioned at building body top surface, and positioned at building body
The lower hoop plate of bottom surface；The floor of the building body top surface offers vertical through hole, and vertical screw rod, the spiral shell are provided with the through hole
Bar both ends are located on this respectively binds round in plate and lower hoop plate, and is fixed by fixing nut；The outer end of plate and lower hoop plate is bound round on this
Stretch out on the outside of the building body, and bound round on this and be fixed with keel shoe between plate and the lower outer end for binding round plate.
Further, it is described it is lower hoop plate top surface be provided with two locating parts, respectively positioned at the inner side of the building body with
Outside；The locating part is welded on the lower hoop plate.
Further, locking nut is additionally provided with the screw rod, positioned at the through hole lower end.
Further, the outer end of the keel shoe and the upper hoop plate and lower hoop plate is welded.
Further, the upper hoop plate outer end top surface is welded with reinforcer, the reinforcer side and the keel shoe upper end
Weld inner side.
The beneficial effects of the utility model are：The utility model non-destructive post-install, efficiently avoid to original
The destruction of construction pre-stress muscle, buried plate is replaced in the form of anchor ear, ensure that the reliability of agent structure stress；Keel shoe is made whole
Product, assembled installation, reduce the welding capacity at scene, reduce disaster hidden-trouble, and effectively increase in-site installation efficiency.
Brief description of the drawings
Fig. 1 is the structural representation of the utility model non-destructive post-install.
Fig. 2 is the scheme of installation of the utility model non-destructive post-install.
Embodiment
The utility model is described further below by drawings and examples.
As shown in figure 1, the utility model provides a kind of non-destructive post-install, it includes being located at the top surface of building body 1
Upper hoop plate 2, and the lower hoop plate 3 positioned at the bottom surface of building body 1.The floor of the top surface of building body 1 offers vertical lead to
Hole 4, the through hole 4 is interior to be provided with vertical screw rod 5, and the both ends of screw rod 5 are located on this respectively binds round in plate 2 and lower hoop plate 3, and passes through
Fixing nut 6 is fixed.Locking nut 7 is additionally provided with the screw rod 5, positioned at the lower end of through hole 4.The outer of plate 2 and lower hoop plate 3 is bound round on this
The outside of building body 1 is stretched out at end, and is bound round on this and be fixed with keel shoe 8 between plate 2 and the lower outer end for binding round plate 3.The keel
Frame 8 welds with binding round the outer end of plate 2 and lower hoop plate 3 on this.In order to ensure bonding strength, on this, the hoop outer end top surface of plate 2, which is welded with, adds
Strong part 9, the side of reinforcer 9 on the inside of the upper end of keel shoe 8 with welding.
In order to ensure that lower bind round is slided between plate 3 and building body 1 without relative, top surface of the lower hoop plate 3 is spacing provided with two
Part 10, respectively positioned at the inner side and outer side of the building body 1, the locating part 10 is welded on the lower hoop plate 3.
As shown in Fig. 2 the utility model when mounted, is divided into following steps：
1：The upper and lower hoop plate of the concrete beam of building body 1 is installed；Advance opened hole 4 on floor, the side that scene is connected by screw bolts
Formula, upper and lower hoop plate is linked to be entirety with beams of concrete；
2：Locating part 10 before and after installation, ensure that lower hoop plate 3 and the front and rear surfaces of the structure of building body 1 clamp, without relatively sliding
It is dynamic, effectively curtain wall load is delivered in the structure of building body 1；
3：The keel shoe 8 that installation curtain wall support is taken root, keel shoe 8 make whole product shelf in advance, and live vertical keel frame 8 pushes up
Back welding is connected on upper and lower hoop plate, and top and the structure of building body 1 of vertical keel frame 8 are adjacent to, and are effectively delivered to curtain wall load
In the structure of building body 1.
The utility model has the following advantages：
1st, compared to other rear Anchorage Plans, the destruction to agent structure presstressed reinforcing steel is effectively prevent, ensure that body junction
The reliability of structure stress.
2nd, compared to other rear Anchorage Plans, the quantity of scene drilling is effectively reduced, improves efficiency of construction.
3rd, compared to other rear Anchorage Plans, the whole product anchor ear steelframe of in-site installation, reduce the welding capacity at scene, reduce fire
Calamity hidden danger, and effectively improve efficiency of construction.
The merely exemplary explanation of above-described embodiment principle of the present utility model and its effect are new not for this practicality is limited
Type.The utility model also has many aspects to be improved on the premise of without prejudice to overall thought, any to be familiar with this technology
Personage all modifications and changes can be carried out to above-described embodiment without prejudice under spirit and scope of the present utility model.Therefore, lift
All those of ordinary skill in the art are complete without departing from the spirit disclosed in the utility model and institute under technological thought
Into all equivalent modifications or change, should be covered by claim of the present utility model.
Claims (5)
1. a kind of non-destructive post-install, it is characterised in that it includes the upper hoop plate positioned at building body top surface, and is located at
The lower hoop plate of building body bottom surface；The floor of the building body top surface offers vertical through hole, is provided with vertically in the through hole
Screw rod, the screw rod both ends are located on this respectively binds round in plate and lower hoop plate, and is fixed by fixing nut；Plate and lower hoop are bound round on this
The outer end of plate is stretched out on the outside of the building body, and is bound round on this and be fixed with keel shoe between plate and the lower outer end for binding round plate.
2. non-destructive post-install according to claim 1, it is characterised in that：The top surface of the lower hoop plate is provided with two
Locating part, respectively positioned at the inner side and outer side of the building body；The locating part is welded on the lower hoop plate.
3. non-destructive post-install according to claim 1 or 2, it is characterised in that：Locking is additionally provided with the screw rod
Nut, positioned at the through hole lower end.
4. non-destructive post-install according to claim 1, it is characterised in that：The keel shoe with it is described it is upper hoop plate and
The outer end welding of lower hoop plate.
5. non-destructive post-install according to claim 4, it is characterised in that：The upper hoop plate outer end top surface is welded with
Reinforcer, the reinforcer side on the inside of the keel shoe upper end with welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720920025.2U CN207194173U (en) | 2017-07-27 | 2017-07-27 | Non-destructive post-install |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720920025.2U CN207194173U (en) | 2017-07-27 | 2017-07-27 | Non-destructive post-install |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207194173U true CN207194173U (en) | 2018-04-06 |
Family
ID=61798960
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720920025.2U Active CN207194173U (en) | 2017-07-27 | 2017-07-27 | Non-destructive post-install |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207194173U (en) |
-
2017
- 2017-07-27 CN CN201720920025.2U patent/CN207194173U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106930593B (en) | Bamboo（Wood）Frame structure beam column assembled energy dissipation node | |
| CN205954921U (en) | Novel big board shear wall structure is secretly supported in bolted connection's prefabricated assembled area | |
| CN105064503A (en) | Steel tube and core tube mixed structure | |
| CN105155684A (en) | Steel frame integrated member for concrete core tube structures and assembly method thereof | |
| CN101368407B (en) | High tensility shock-resistant node of steel structure | |
| CN105064512A (en) | Connecting structure of circular steel tube concrete column and steel beam | |
| CN206680888U (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
| CN201809873U (en) | Reinforcing aseismatic beam for house | |
| CN205907855U (en) | Steel pipe board combination steel sheet shear force wall | |
| CN204676733U (en) | A kind of steel sheet concrete shear force wall | |
| CN107034793A (en) | A kind of ruggedized construction of arch bridge spandrel arch circle | |
| CN207194173U (en) | Non-destructive post-install | |
| CN109610654A (en) | Prefabricated assembled double steel plate concrete shear force wall connection component and its application method | |
| CN206800791U (en) | A kind of multi-cavity steel tube concrete post with tie hoop and pull bar | |
| CN203403402U (en) | Upright pile | |
| CN205934722U (en) | Seam bolted connection precast concrete decking | |
| CN209066594U (en) | The connection structure of contrary sequence method foundation pit construction central sill and steel core concrete column | |
| CN209163043U (en) | A kind of side's Concrete-filled Double Skin Steel Tube Columns and steel beam connecting joint | |
| CN207553644U (en) | A kind of rc-frame-beam column reinforcing joint | |
| CN107700517B (en) | A kind of boots beam type foot joint component for tubular pillar | |
| CN206957055U (en) | A kind of replaceable steel truss high spin system superimposed sheet composite coupling beams | |
| CN202745208U (en) | Joint connection of re-combined bamboo timber frame structure | |
| CN105971127B (en) | A kind of support plug-in type beam column supporting bilateral plate node | |
| CN107764133A (en) | A kind of truss-like Missile Erecting Arm | |
| CN101525918A (en) | Method for making winged steel tube-concrete composite beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |