CN205421557U - Roof beam portion base - Google Patents
Roof beam portion base Download PDFInfo
- Publication number
- CN205421557U CN205421557U CN201620103297.9U CN201620103297U CN205421557U CN 205421557 U CN205421557 U CN 205421557U CN 201620103297 U CN201620103297 U CN 201620103297U CN 205421557 U CN205421557 U CN 205421557U
- Authority
- CN
- China
- Prior art keywords
- division board
- beam portion
- portion base
- wall
- utility
- 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 belongs to the technical field of building structure and a roof beam portion base is disclosed, including wall, protection pad, spandrel girder, first division board, roof beam portion base, expansion bolts and second division board, wall one side is provided with the second division board, the second division board with the wall passes through expansion bolts and links to each other, vertical first division board and the fixed connection of being provided with on the second division board, first division board with be provided with roof beam portion base between the second division board, first division board with be provided with the protection pad between the wall, roof beam portion base with be equipped with the spandrel girder between the wall, this roof beam portion base, not only the bearing capacity is big, has more practiced thrift the space.
Description
Technical field
This utility model relates to a kind of building girder base, is specifically related to a kind of beam portion base, belongs to building structure technology field.
Background technology
At present, beam functionally divides, and has structural beams, such as basis grade beam, Vierendeel girder etc.；Collectively form space structure system with the vertical member such as post, load bearing wall, have structure beam, such as collar tie beam, lintel, linking beam etc., play cracking resistance, antidetonation, the constructivity effect such as stable.Beam can be divided into according to Structural Engineering attribute: the Vierendeel girder of Vierendeel girder, shear wall supporting, inside casing are set a roof beam in place, beam, masonry wall beam, masonry lintel, Shear-wall Connecting Beam Used, the dark beam of shear wall, shear wall frame beam.Divide from construction technology, have Cast-in-situ Beam, precast beam etc., but existing beam portion base weight capacity is poor, take up room big, therefore, it is proposed that a kind of beam portion base.
Utility model content
The technical problems to be solved in the utility model overcomes existing defect, it is provided that a kind of beam portion base, this beam portion base, not only bearing capacity is big, has more saved space, can effectively solve the problem in background technology.
In order to solve above-mentioned technical problem, this utility model provides following technical scheme:
This utility model provides a kind of beam portion base; including wall, neonychium, spandrel girder, the first division board, beam portion base, expansion bolt and the second division board; described wall side is provided with the second division board; described second division board is connected by expansion bolt with described wall; the first division board and fixing connection it is vertically provided with on described second division board; beam portion base it is provided with between described first division board and described second division board; it is provided with neonychium between described first division board and described wall, between described beam portion base and described wall, is provided with spandrel girder.
As a kind of optimal technical scheme of the present utility model, described beam portion base width is specially 230 centimetres, and described first division board length is specially 250 centimetres.
As a kind of optimal technical scheme of the present utility model, described neonychium is 211 centimetres with the spacing of described wall.
As a kind of optimal technical scheme of the present utility model, the concrete of described wall, spandrel girder and beam portion base specially varying strength is made.
This utility model is reached to provide the benefit that: this kind of beam portion base, and beam portion base width is designed as 230 centimetres；First division board Design of length is 250 centimetres；Neonychium is designed as 211 centimetres with the spacing of wall, it is possible to be greatly reinforced the bearing capacity of beam portion base, saves beam portion base and takes up room.
Accompanying drawing explanation
Accompanying drawing is used for providing being further appreciated by of the present utility model, and constitutes a part for description, is used for explaining this utility model, is not intended that restriction of the present utility model together with embodiment of the present utility model.
In the accompanying drawings:
Fig. 1 is a kind of beam portion base overall structure schematic diagram described in this utility model embodiment；
Label in figure: 1, wall；2, neonychium；3, spandrel girder；4, the first division board；5, beam portion base；6, expansion bolt；7, the second division board.
Detailed description of the invention
Below in conjunction with accompanying drawing, preferred embodiment of the present utility model is illustrated, it will be appreciated that preferred embodiment described herein is merely to illustrate and explains this utility model, be not used to limit this utility model.
Embodiment: refer to Fig. 1, this utility model one beam portion base, including wall 1, neonychium 2, spandrel girder 3, first division board 4, beam portion base 5, expansion bolt 6 and the second division board 7, described wall 1 side is provided with the second division board 7, described second division board 7 is connected by expansion bolt 6 with described wall 1, the first division board 4 and fixing connection it is vertically provided with on described second division board 7, it is provided with beam portion base 5 between described first division board 4 and described second division board 7, it is provided with neonychium 2 between described first division board 4 and described wall 1, it is provided with spandrel girder 3 between described beam portion base 5 and described wall 1.
Described beam portion base 5 width is specially 230 centimetres; described first division board 4 length is specially 250 centimetres; described neonychium 2 is 211 centimetres with the spacing of described wall 1; the concrete of described wall 1, spandrel girder 3 and beam portion base 5 specially varying strength is made, and beam portion base 5 width design is 230 centimetres；First division board 4 Design of length is 250 centimetres；Neonychium 2 is designed as 211 centimetres with the spacing of wall 1, it is possible to be greatly reinforced the bearing capacity of beam portion base 5, saves beam portion base 5 and takes up room.
It should be noted that; when this utility model is the base use of a kind of beam portion; first second division board 7 is fixed on wall 1 by expansion bolt 6 by workmen in one end of wall 1; then go out, with the concrete for making designed, the beam portion base 5 that width is 230 centimetres; the first division board 4 that a segment length is 250 centimetres is laid afterwards in base 5 side, beam portion; finally lay neonychium 2 in distance wall 1211 centimeters, spandrel girder 3 is seated on beam portion base 5.
Last it is noted that the foregoing is only preferred embodiment of the present utility model, it is not limited to this utility model, although this utility model being described in detail with reference to previous embodiment, for a person skilled in the art, technical scheme described in foregoing embodiments still can be modified by it, or wherein portion of techniques feature is carried out equivalent.All within spirit of the present utility model and principle, any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (4)
1. a beam portion base, including wall (1), neonychium (2), spandrel girder (3), first division board (4), beam portion base (5), expansion bolt (6) and the second division board (7), it is characterized in that, described wall (1) side is provided with the second division board (7), described second division board (7) is connected by expansion bolt (6) with described wall (1), the first division board (4) and fixing connection it is vertically provided with on described second division board (7), it is provided with beam portion base (5) between described first division board (4) and described second division board (7), neonychium (2) it is provided with between described first division board (4) and described wall (1), spandrel girder (3) it is provided with between described beam portion base (5) and described wall (1).
A kind of beam portion the most according to claim 1 base, it is characterised in that described beam portion base (5) width is specially 230 centimetres, and described first division board (4) length is specially 250 centimetres.
A kind of beam portion the most according to claim 1 base, it is characterised in that described neonychium (2) is 211 centimetres with the spacing of described wall (1).
A kind of beam portion the most according to claim 1 base, it is characterised in that described wall (1), spandrel girder (3) and beam portion base (5) are specially the concrete of varying strength and make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620103297.9U CN205421557U (en) | 2016-02-02 | 2016-02-02 | Roof beam portion base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620103297.9U CN205421557U (en) | 2016-02-02 | 2016-02-02 | Roof beam portion base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205421557U true CN205421557U (en) | 2016-08-03 |
Family
ID=56540317
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620103297.9U Active CN205421557U (en) | 2016-02-02 | 2016-02-02 | Roof beam portion base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205421557U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111115417A (en) * | 2020-01-09 | 2020-05-08 | 康力电梯股份有限公司 | Adjustable machine placing beam and installation and adjustment method thereof |
-
2016
- 2016-02-02 CN CN201620103297.9U patent/CN205421557U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111115417A (en) * | 2020-01-09 | 2020-05-08 | 康力电梯股份有限公司 | Adjustable machine placing beam and installation and adjustment method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103758257B (en) | The connected mode of a kind of precast concrete panel and agent structure | |
| CN105972313B (en) | One kind is across base pit engineering conduit wiring suspension method and overhung construction | |
| CN105332452A (en) | Dragline curtain wall support system with steel truss at top and construction method thereof | |
| CN104695341A (en) | Non-self-balanced beam string structure for reinforcing large-span continuous beam bridge | |
| CN205806684U (en) | A kind of across base pit engineering conduit wiring suspension structure | |
| CN109736206A (en) | Wavelike steel webplate continuous bridge end bay closes up cast-in-place support structure and construction method | |
| CN107268422A (en) | Across the self-anchored type suspension cable arched girder co-operative system bridge such as one kind | |
| CN203334542U (en) | Floor slab steel truss structure | |
| CN205224288U (en) | Connection node of reinforced concrete superposed beam and steel pipe column | |
| CN205296831U (en) | Supporting type that bears joist that uses of support is buckled to socket joint type dish | |
| CN201972417U (en) | Lightweight wood structure roof system | |
| CN205421557U (en) | Roof beam portion base | |
| CN103835238B (en) | A kind of high pier cable stayed bridge No. 0 block non-stand construction method and the structure in constructing | |
| CN103924981B (en) | Single-arch large span shallow-depth-excavation tunnel reinforcement system and construction method thereof | |
| CN206360399U (en) | The existing reinforced concrete coupling beam bracing means of one species " doubly-linked beam " | |
| CN202227586U (en) | Steel structure concrete composite beam | |
| CN204715539U (en) | A kind of round steel pipe binding type steel concrete column and reinforced concrete beam node structure | |
| CN103981799B (en) | A kind of concrete filled steel tube opens string stiff beam and construction method thereof | |
| CN204940608U (en) | The prefabrication and lifting body of wall of fabricated structure | |
| CN204715764U (en) | The structure that a kind of constructional column and agent structure are constructed simultaneously | |
| CN204152527U (en) | The combined type preliminary bracing system of wall multiple-arch tunnel in implicit expression | |
| CN105220609B (en) | Combined beam self-anchored suspension bridge and construction process thereof | |
| CN110206148A (en) | Big across the superelevation spatial mesh structure system that bearing diagonal is combined with arched roof | |
| CN104452962A (en) | Built-in inverted-corbel type concrete structure frame beam-column joint | |
| CN205153144U (en) | Joint construction of shear force corner portion and slant girder steel |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 313000 Zhejiang Province, Huzhou city Nanxun District Nanxun science and Technology Industrial Park Xitailu No. 8 Patentee after: Walkers Schindler Elevator Co., Ltd Address before: 313000 Zhejiang Province, Huzhou city Nanxun District Nanxun science and Technology Industrial Park Xitailu No. 8 Patentee before: VOLKSLIFT ELEVATOR (CHINA) Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder |