CN207295738U - A kind of novel fabricated antinode beam anchor bolt frame structure - Google Patents
A kind of novel fabricated antinode beam anchor bolt frame structure Download PDFInfo
- Publication number
- CN207295738U CN207295738U CN201721088565.5U CN201721088565U CN207295738U CN 207295738 U CN207295738 U CN 207295738U CN 201721088565 U CN201721088565 U CN 201721088565U CN 207295738 U CN207295738 U CN 207295738U
- Authority
- CN
- China
- Prior art keywords
- crossbeam
- antinode
- mullion
- anchor bolt
- fitting
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 239000011372 high-strength concrete Substances 0.000 claims abstract description 9
- 239000004567 concrete Substances 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims abstract description 7
- 230000015572 biosynthetic process Effects 0.000 claims abstract description 4
- 238000003786 synthesis reaction Methods 0.000 claims abstract description 4
- 239000000853 adhesive Substances 0.000 claims description 3
- 230000001070 adhesive effect Effects 0.000 claims description 3
- 230000035939 shock Effects 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 description 4
- 201000010099 disease Diseases 0.000 description 3
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 3
- 230000003111 delayed effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model provides a kind of novel fabricated antinode beam anchor bolt frame structure, including at least one assembling main body, and each main body of assembling is connected and composed by mullion and antinode plate crossbeam；The mullion is formed by armored concrete is prefabricated and is reserved with anchor bolt construction through hole and built-in fitting in the middle part of mullion, and the antinode plate crossbeam is by positioned at the crossbeam epipleural of upper and lower both sides, crossbeam lower side panel and the corrugated sheet steel that is folded between crossbeam epipleural, crossbeam lower side panel is prefabricated forms；It is connected as one between the mullion and antinode plate crossbeam by corrugated sheet steel and built-in fitting, the junction of corrugated sheet steel and built-in fitting is allowed to pour one entirety of synthesis by pouring high-strength concrete.The utility model uses separate structure, is readily transported, installs, and has good globality and shock resistance.
Description
Technical field
It the utility model is related to a kind of for slope reinforcement and the assembled antinode beam anchor bolt frame structure of disease management, category
In Anchorage Technology field.
Background technology
Existing antinode beam anchor bolt frame structure is mainly cast in situs, and concrete construction amount is big, seriously polluted, formwork,
The concrete curing time is grown, and anchor pole tensioning must can just construct after concrete structure reaches design strength, and the construction period is delayed
Slowly, and because of time duration length it is delayed the improvement of side slope disease.
Existing PC frame structures heavier-weight, is unfavorable for installing, and mullion and beam structure quality of connection are poor, globality and
Anti seismic efficiency is poor.
Utility model content
The deficiency for more than, the utility model provides a kind of novel fabricated antinode beam anchor bolt frame structure, using separation
Formula structure, is readily transported, installs, and has good globality and shock resistance.
The technical solution of the utility model：A kind of novel fabricated antinode beam anchor bolt frame structure, including at least one dress
With main body, each main body of assembling is connected and composed by mullion and antinode plate crossbeam；The mullion by armored concrete it is prefabricated form and
Be reserved with anchor bolt construction through hole and built-in fitting in the middle part of mullion, the antinode plate crossbeam by the crossbeam epipleural positioned at upper and lower both sides,
The crossbeam lower side panel and corrugated sheet steel being folded between crossbeam epipleural, crossbeam lower side panel is prefabricated forms；The mullion and ripple
It is connected as one between web crossbeam by corrugated sheet steel and built-in fitting, the junction of corrugated sheet steel and built-in fitting is by pouring
High-strength concrete is allowed to pour one entirety of synthesis.
Preferably, the junction of the corrugated sheet steel and built-in fitting, corrugated sheet steel is relative to crossbeam epipleural, crossbeam downside
Plate is extended a distance into the direction of built-in fitting, facilitates the connection of corrugated sheet steel and built-in fitting.
Preferably, connected between the mullion of two neighboring assembling main body by high-strength concrete adhesive, connection is quick, jail
Gu.
The beneficial effects of the utility model：Assembled antinode beam anchor bolt frame structure provided by the utility model, is a kind of
Open architecture, since its structure is separate structure, is not only convenient for transporting, installs, and easy to slope reinforcement and green
Change, and mullion is connected integral with crossbeam by cast-in-place high-strength concrete, and side slope is reinforced under the action of anchor pole, anti-
It is good to shake effect, by as the principal mode of slope reinforcement from now on and Disease Processing.
Brief description of the drawings
Fig. 1 is a kind of novel fabricated antinode beam anchor bolt frame structural facades figure of the utility model.
Fig. 2 is antinode crossbeam profilograph in a kind of novel fabricated antinode beam anchor bolt frame structure of the utility model.
Fig. 3 is that mullion is indulged with crossbeam connecting elements in a kind of new antinode beam assembled anchor bolt frame structure of the utility model
Profile.
Fig. 4 is that mullion and crossbeam connecting elements are horizontal in a kind of novel fabricated antinode beam anchor bolt frame structure of the utility model
Profile.
In figure：1st, lightweight concrete mullion；2nd, antinode plate crossbeam；3rd, bonding place between mullion；4th, high-strength concrete；5th, overlap
Or weld；6th, anchor bolt construction through hole；7th, crossbeam epipleural；8th, crossbeam lower side panel；9th, corrugated sheet steel；10th, built-in fitting；11st, anchor
Gu section.
Embodiment
A kind of novel fabricated antinode beam anchor bolt frame structure as shown in Figures 1 to 4, including at least one assembling master
Body, each main body of assembling are connected and composed by mullion 1 and antinode plate crossbeam 2；The mullion 1 is formed and erected by armored concrete is prefabricated
Anchor bolt construction through hole 6 and built-in fitting 10 are reserved with the middle part of column, the antinode plate crossbeam 2 is by the crossbeam epipleural positioned at upper and lower both sides
7th, the crossbeam lower side panel 8 and corrugated sheet steel 9 being folded between crossbeam epipleural 7, crossbeam lower side panel 8 is prefabricated forms；It is described perpendicular
One, corrugated sheet steel 9 and built-in fitting 10 are welded into by corrugated sheet steel 9 and built-in fitting 10 between column 1 and antinode plate crossbeam 2
Overlap joint or weld 5 are allowed to pour one entirety of synthesis by pouring high-strength concrete 4.
The junction of the corrugated sheet steel 9 and built-in fitting 10, corrugated sheet steel 9 is relative to crossbeam epipleural 7, crossbeam lower side panel
8 extend a distance into the direction of built-in fitting 10.
Connected between the mullion 1 of two neighboring assembling main body by high-strength concrete adhesive 3.
The anti-seismic performance of this globality frame is significantly increased than the anti-seismic performance of general single node statically determinate structure frame,
Even if some structural measure unit destroys, it can also voluntarily be adjusted to the power transmission of proximity structure Measures units, ensure side slope
Reinforcement effect.
Claims (3)
- A kind of 1. novel fabricated antinode beam anchor bolt frame structure, it is characterised in that：Including at least one assembling main body, each dress Connected and composed with main body by mullion (1) and antinode plate crossbeam (2)；The mullion (1) is formed and mullion by armored concrete is prefabricated Middle part is reserved with anchor bolt construction through hole (6) and built-in fitting (10), and the antinode plate crossbeam (2) is by the crossbeam of upper and lower both sides Side plate (7), crossbeam lower side panel (8) and the corrugated sheet steel (9) that is folded between crossbeam epipleural (7), crossbeam lower side panel (8) are pre- System forms；It is connected as one between the mullion (1) and antinode plate crossbeam (2) by corrugated sheet steel (9) and built-in fitting (10), Corrugated sheet steel (9) and the junction of built-in fitting (10) are allowed to pour one entirety of synthesis by pouring high-strength concrete (4).
- A kind of 2. novel fabricated antinode beam anchor bolt frame structure as claimed in claim 1, it is characterised in that：The waveform steel The junction of plate (9) and built-in fitting (10), corrugated sheet steel (9) is relative to crossbeam epipleural (7), crossbeam lower side panel (8) to pre-buried The direction of part (10) extends a distance into.
- A kind of 3. novel fabricated antinode beam anchor bolt frame structure as claimed in claim 1, it is characterised in that：Two neighboring dress Connected between mullion (1) with main body by high-strength concrete adhesive (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721088565.5U CN207295738U (en) | 2017-08-29 | 2017-08-29 | A kind of novel fabricated antinode beam anchor bolt frame structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721088565.5U CN207295738U (en) | 2017-08-29 | 2017-08-29 | A kind of novel fabricated antinode beam anchor bolt frame structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207295738U true CN207295738U (en) | 2018-05-01 |
Family
ID=62438839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721088565.5U Expired - Fee Related CN207295738U (en) | 2017-08-29 | 2017-08-29 | A kind of novel fabricated antinode beam anchor bolt frame structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207295738U (en) |
-
2017
- 2017-08-29 CN CN201721088565.5U patent/CN207295738U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103195170B (en) | Prefabricated reinforced concrete frame structure system | |
| KR101055672B1 (en) | Prefabricated internal hollow hollow pier pier using corrugated steel pipe and construction method | |
| CN105113708B (en) | The assembled architecture of precast reinforced concrete structure and its composition | |
| CN203213282U (en) | Fabricated reinforced concrete frame structure system | |
| CN105133791A (en) | Construction method for prefabricated thick plate steel rib concrete column variable cross-section transformation node structure | |
| CN102995756B (en) | Concrete-filled rectangular steel tube column-box girder full-bolt connection node and construction method | |
| KR101369998B1 (en) | Composite PC Column for Connecting Steel Column | |
| CN204959960U (en) | Prefabricate prefabricated concrete structure entirely | |
| CN108005304A (en) | A kind of prefabricated PC concrete frame frame system and its construction method | |
| CN105201071A (en) | Totally-prefabricated concrete structure | |
| CN107905385A (en) | The assembled arthitecutral structure and method of construction that steel construction is combined with concrete structure | |
| CN106760036A (en) | A kind of prefabricated steel combined concrete shear wall | |
| CN204112525U (en) | Band perps precast shear wall structure in strong concrete precast frame | |
| CN202125104U (en) | Residential building system formed by cast-in-place beam columns and prefabricated sandwich concrete wall slabs | |
| CN205617552U (en) | Assembled integrated configuration | |
| CN203145250U (en) | Integrally assembled composite partition wall seamless mounting structure | |
| KR100939970B1 (en) | A method of constructing a complex girder and its structure | |
| CN206503233U (en) | Assembled architecture beam-to-column joint structure and steel building | |
| CN207295738U (en) | A kind of novel fabricated antinode beam anchor bolt frame structure | |
| CN203475609U (en) | Connecting structure of composite floor slab and steel tube shear wall of building | |
| CN104032862B (en) | Assembled girder steel seam line L shape mixing coupled wall and construction method thereof | |
| CN108412036A (en) | Assembled H profile steel column-isolated footing-concrete collar tie beam cross connecting node | |
| CN211735744U (en) | Assembled reinforced concrete beam column section connection structure | |
| CN104047380B (en) | Assembled girder steel seam T-shaped mixing coupled wall and construction method thereof | |
| CN203905215U (en) | Assembled type steel beam joint straight-line-shaped blend coupled wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180501 |