CN206902970U - Apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab - Google Patents
Apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab Download PDFInfo
- Publication number
- CN206902970U CN206902970U CN201720609530.5U CN201720609530U CN206902970U CN 206902970 U CN206902970 U CN 206902970U CN 201720609530 U CN201720609530 U CN 201720609530U CN 206902970 U CN206902970 U CN 206902970U
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- CN
- China
- Prior art keywords
- steel slab
- embedded steel
- isolation support
- leveling
- earthquake isolation
- 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
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Abstract
A kind of apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab, including screw rod, supporting parts, packing ring and adjusting nut, concrete structure and annexation be:The supporting parts are welded by sleeve and angle steel, and angle steel side is welded and fixed with sleeve outer wall, and adjusting nut screws in screw rod bottom, is then inserted in packing ring and sleeve successively.During use, the utility model is first arranged on to the edge bottom at four angles of pre-embedded steel slab of rubber earthquake isolation support, the angle steel of supporting parts is held pre-embedded steel slab, then screw rod spot welding is fixed on cushion cap steel reinforcement cage, then the leveling to rubber earthquake isolation support pre-embedded steel slab is realized by adjusting nut.The utility model makes simple, strong applicability, is flattened suitable for the high accuracy of rubber earthquake isolation support pre-embedded steel slab, has the advantages that simple to operate, quick, operating efficiency is high.
Description
Technical field
It the utility model is related to a kind of apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab.
Background technology
With the continuous improvement of architectural engineering shockproof requirements and the development of building aseismicity technology, rubber earthquake isolation support is in house
The anti-seismic technology of building has also obtained widely applying.Rubber earthquake isolation support is connected by pre-embedded steel slab with building structure, due to
Flatness control to pre-embedded steel slab installation requires very high, and flatness requirement reaches 3 ‰.The adjustment control of pre-embedded steel slab flatness
Traditional handicraft using by hand help adjustment control, it is necessary to according to the measurement of spirit level check constantly adjustment, difficulty is big, efficiency
It is low, it is bothersome hard.
The content of the invention
The purpose of this utility model is to provide a kind of apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab, can
Quick high accuracy leveling is carried out to pre-embedded steel slab.
The utility model reaches above-mentioned purpose by using following technical scheme:One kind is used for rubber earthquake isolation support pre-buried steel
The apparatus for leveling of plate installation, including screw rod, supporting parts, packing ring and adjusting nut.Concrete structure and annexation are:The support
Part is welded by sleeve and angle steel, and angle steel side is welded and fixed with sleeve outer wall, and adjusting nut screws in screw rod bottom, Ran Houyi
It is secondary to be inserted in packing ring and sleeve.In use, the utility model is first arranged on to the side at four angles of pre-embedded steel slab of rubber earthquake isolation support
Edge bottom, the angle steel of supporting parts is held pre-embedded steel slab, then screw rod spot welding is fixed on cushion cap steel reinforcement cage, then pass through profit
Adjusting nut is twisted with spanner, realizes the leveling to rubber earthquake isolation support pre-embedded steel slab.
The screw rod is Q235 materials, its length 300mm, a diameter of 14mm.
The sleeve is manufactured using irony material, length 100mm, wall thickness 2mm, internal diameter 18mm.
The angle steel specification is 40 × 40 × 2mm of ∠, length 50mm.
Described packing ring is ferrous material, a diameter of 30mm, thickness 2mm, median pore radius 16mm.
Described adjusting nut tooth silk matches with screw rod.
It is of the present utility model to have the prominent advantages that:
1st, the tool-type adjustment of rubber earthquake isolation support pre-embedded steel slab levelness, easy to operate, efficiency high, precision are realized
It is high.
2nd, the use of material is conventional material, making is simple, practical, cost is cheap.
Brief description of the drawings
Fig. 1 is the facade signal of the apparatus for leveling described in the utility model for the installation of rubber earthquake isolation support pre-embedded steel slab
Figure.
Fig. 2 is the plane signal of the apparatus for leveling described in the utility model for the installation of rubber earthquake isolation support pre-embedded steel slab
Figure.
Fig. 3 is the supporting parts 2 of the apparatus for leveling described in the utility model for the installation of rubber earthquake isolation support pre-embedded steel slab
Floor map.
Fig. 4 is the supporting parts 2 of the apparatus for leveling described in the utility model for the installation of rubber earthquake isolation support pre-embedded steel slab
Elevational schematic view.
Fig. 5 is the application state of the apparatus for leveling described in the utility model for the installation of rubber earthquake isolation support pre-embedded steel slab
Schematic diagram.
In figure mark for:It is screw rod 1, supporting parts 2, packing ring 3, adjusting nut 4, sleeve 5, angle steel 6, cushion cap steel reinforcement cage 7, pre-buried
Steel plate 8, dowel 9.
Embodiment
The technical solution of the utility model is described further below by way of drawings and examples.
As shown in Figures 1 to 5, the leveling dress described in the utility model for the installation of rubber earthquake isolation support pre-embedded steel slab
Put, including screw rod 1, supporting parts 2, packing ring 3 and adjusting nut 4.Concrete structure and annexation are:The supporting parts 2 are by sleeve 5
It is welded with angle steel 6, the side of angle steel 6 is welded and fixed with the outer wall of sleeve 5, and adjusting nut 4 screws in the bottom of screw rod 1, then successively
It is inserted in packing ring 3 and sleeve 5.
Described screw rod 1 is Q235 materials, its length 300mm, a diameter of 14mm.
Described supporting parts 2 are welded to form by sleeve 5 and angle steel 6, and sleeve 5 uses irony material, length 100mm, internal diameter
For 18mm;The specification of angle steel 6 is 40 × 40 × 2mm of ∠, and length 50mm, the side of angle steel 6 is welded and fixed with the outer wall of sleeve 5.
The packing ring 3 is ferrous material, a diameter of 30mm, thickness 2mm, median pore radius 16mm.
The tooth silk of described adjusting nut 4 matches with screw rod 1.
The application method of apparatus for leveling described in the utility model for the installation of rubber earthquake isolation support pre-embedded steel slab, including
Following steps:
A) install:First screw rod 1, supporting parts 2, packing ring 3 and adjusting nut 4 are assembled into and described are used for rubber earthquake isolation support
The apparatus for leveling of pre-embedded steel slab installation, is then used for rubber vibration isolation below four corner edges of pre-embedded steel slab 8 described in placement
The apparatus for leveling of bearing pre-embedded steel slab installation, makes angle steel 6 be supported on below steel plate edge, then by the bottom of screw rod 1 and cushion cap reinforcing bar
The spot welding of cage 7 connects;
B) pre-embedded steel slab Level-adjusting:Adjusting nut 4 is twisted using spanner, and Level-adjusting is carried out to pre-embedded steel slab 8,
Check is measured to pre-embedded steel slab 8 using spirit level in adjustment process, untill being allowed to meet requirement for horizontality.
C) fixation of pre-embedded steel slab:After the review of the levelness of pre-embedded steel slab 8 is errorless, by the dowel 9 and pile cap steel of pre-embedded steel slab 8
Muscle cage 7 is welded and fixed, you can removes the described apparatus for leveling for being used for the installation of rubber earthquake isolation support pre-embedded steel slab.
Claims (6)
1. a kind of apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab, including screw rod, supporting parts, packing ring and regulation spiral shell
It is female, it is characterised in that concrete structure and annexation are:The supporting parts are welded by sleeve and angle steel, angle steel side with
Sleeve outer wall is welded and fixed, and adjusting nut screws in screw rod bottom, is then inserted in packing ring and sleeve successively.
2. the apparatus for leveling according to claim 1 for the installation of rubber earthquake isolation support pre-embedded steel slab, it is characterised in that institute
It is Q235 materials to state screw rod, its length 300mm, a diameter of 14mm.
3. the apparatus for leveling according to claim 1 for the installation of rubber earthquake isolation support pre-embedded steel slab, it is characterised in that institute
State sleeve to manufacture using irony material, length 100mm, wall thickness 2mm, internal diameter 18mm.
4. the apparatus for leveling according to claim 1 for the installation of rubber earthquake isolation support pre-embedded steel slab, it is characterised in that institute
It is 40 × 40 × 2mm of ∠, length 50mm to state angle steel specification.
5. according to the apparatus for leveling for being used for the installation of rubber earthquake isolation support pre-embedded steel slab described in claim 1, it is characterised in that described
Packing ring is ferrous material, a diameter of 30mm, thickness 2mm, median pore radius 16mm.
6. according to the apparatus for leveling for being used for the installation of rubber earthquake isolation support pre-embedded steel slab described in claim 1, it is characterised in that described
Adjusting nut tooth silk matches with screw rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720609530.5U CN206902970U (en) | 2017-05-27 | 2017-05-27 | Apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201720609530.5U CN206902970U (en) | 2017-05-27 | 2017-05-27 | Apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab |
Publications (1)
Publication Number | Publication Date |
---|---|
CN206902970U true CN206902970U (en) | 2018-01-19 |
Family
ID=61286287
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201720609530.5U Expired - Fee Related CN206902970U (en) | 2017-05-27 | 2017-05-27 | Apparatus for leveling for the installation of rubber earthquake isolation support pre-embedded steel slab |
Country Status (1)
Country | Link |
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CN (1) | CN206902970U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110700607A (en) * | 2019-10-11 | 2020-01-17 | 中建八局第一建设有限公司 | Pre-buried steel sheet installation device of isolation bearing |
-
2017
- 2017-05-27 CN CN201720609530.5U patent/CN206902970U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110700607A (en) * | 2019-10-11 | 2020-01-17 | 中建八局第一建设有限公司 | Pre-buried steel sheet installation device of isolation bearing |
CN110700607B (en) * | 2019-10-11 | 2021-08-03 | 中建八局第一建设有限公司 | Pre-buried steel sheet installation device of isolation bearing |
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Legal Events
Date | Code | Title | Description |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180119 |
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CF01 | Termination of patent right due to non-payment of annual fee |