CN203160266U - Steel structure anchor bolt pre-embedded control plate - Google Patents
Steel structure anchor bolt pre-embedded control plate Download PDFInfo
- Publication number
- CN203160266U CN203160266U CN 201320105440 CN201320105440U CN203160266U CN 203160266 U CN203160266 U CN 203160266U CN 201320105440 CN201320105440 CN 201320105440 CN 201320105440 U CN201320105440 U CN 201320105440U CN 203160266 U CN203160266 U CN 203160266U
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- China
- Prior art keywords
- anchor bolt
- steel
- channel
- section steel
- control plate
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- 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
The utility model discloses a steel structure anchor bolt pre-embedded control plate. Two sticks of channel steel capable of transversely sliding are mounted in parallel on a square tire frame formed by welding another one stick of channel steel; support blocks capable of longitudinally sliding along the two sticks of channel steel capable of sliding are arranged therein; and holes in different diameters are punched in the middles of the support blocks, and the diameters of the holes can be freely changed. With the adoption of the technical scheme, all the holes in the anchor bolt pre-embedded control plate can be transversely and longitudinally positioned freely, and the diameters of the holes can be freely changed. The steel structure anchor bolt pre-embedded control plate can be used for pre-embedding precision control of anchor bolts of a building steel structure system, and can be reused, so as to lower manufacturing cost.
Description
Technical field
The utility model relates to the low-cost mounting technique of steel work suspension column crab-bolt, is the anchor bolt preburied control panel of a kind of steel work.
Background technology
Along with the fast development of building technology, be that quantitatively proportion is also more and more higher in new construction of structures for the steel work system of characteristics soon with antidetonation, environmental protection, duration.Steel work belongs to basis above assembled architecture system, and it reliably is connected by sill anchor with concrete foundation; The crab-bolt that every steel column links to each other with the basis generally 4-8 only between, its quantity is also considerable.Because the required distance between all crab-bolts of every group of crab-bolt is more accurate, so will use anchor bolt preburied control panel usually.Domestic common way is that every group of crab-bolt is equipped with a control panel at present, and control panel forms through cutting stock, scribe point nest, mechanical hole fabrication with steel plate.Though this control panel can satisfy the requirement of installation accuracy preferably, but have an important disadvantages: control panel is disposable use, change after this engineering finishes when doing next engineering because the drawing difference causes control panel to be scrapped fully, cause great cost waste.
Summary of the invention
The purpose of this utility model be to overcome traditional anchor bolt preburied control device can only disposable shortcoming, provide a kind of anchor bolt preburied control panel of a kind of steel work that can adapt to most steel work crab-bolts, to reach the final purpose of saving the Steel Structure Installation cost.
For achieving the above object, the technical solution adopted in the utility model is: two channel-section steels that can laterally slide of parallel installation on a hollow moulding bed that is welded by channel-section steel, and the slip channel-section steel adopts plain bolt fastening with being connected of moulding bed; Arranging in the slip channel-section steel can be along the tray of slip channel-section steel longitudinal sliding motion, and tray also adopts plain bolt fastening with being connected of slip channel-section steel; Boring in the middle of the tray can get out the hole of different-diameter according to crab-bolt specification commonly used, and engineering is actual uses the tray that much apertures are just changed in great hole.By technique scheme, can satisfy anchor bolt preburied control panel porose in horizontal and vertical freely locating, and any replacing of the diameter in hole.
The beneficial effects of the utility model are, compare with the anchor bolt preburied control panel of common steel work, but have the advantages that repetitive cycling is used, and can reduce the installation cost of construction enterprises largely.And owing to adopt channel-section steel can improve the distortion of control device to a certain extent as primary structure member, further improved the precision of installing.
Description of drawings
Fig. 1 is overall structure schematic diagram of the present utility model.
Fig. 2 is moulding bed of the present utility model and slip channel-section steel connection diagram.
Fig. 3 is tray of the present utility model and slip channel-section steel connection diagram.
1. moulding beds among the figure, 2. slip channel-section steel, 3. tray
The specific embodiment
In Fig. 1, moulding bed (1) is welded with 4 channel-section steels, and two crossbeams centres up and down of moulding bed (1) mill out elongated, penetrating slideway with machine-tooled method.The two ends machine boring of slip channel-section steel (2), the slideway of two crossbeams up and down of aperture and pitch-row and moulding bed (1) is complementary.Mill out elongated, penetrating slideway with machine-tooled method in the middle of the slip channel-section steel (2).Tray (3) cuts into size and slip channel-section steel (2) matched size with machine-tooled method, and hole in the centre, the size of boring should be made different diameters according to the different-diameter of crab-bolt in the engineering drawing, and maximum gauge is less than the chute width of slip channel-section steel (2).The side of slip channel-section steel (2) gets out for the fixing internal thread hole of tray (3) with machine-tooled method.Operation sequence during concrete the construction is: elder generation's horizontal mobile slip channel-section steel (2), cooperate the steel ruler location to obtain sliding behind the accurate position of channel-section steel (2) center line, make it not produce the friction relative displacement with moulding bed (1) is fastening in slip channel-section steel (2) with plain bolt, select then to put into slip channel-section steel (2) groove with the tray (3) of engineering actual match, cooperate the steel ruler location to obtain the accurate position of tray (3), be screwed into the side internal thread hole of slip channel-section steel (2) with plain bolt, firmly hold out against and make it not produce the friction relative displacement.So far the complete installation of the control device shown in the utility model.
Claims (3)
1. anchor bolt preburied control panel of steel work, it is characterized in that: two channel-section steels that can laterally slide of parallel installation on a hollow moulding bed that is welded by channel-section steel, arranging in the slip channel-section steel can be along the tray of slip channel-section steel longitudinal sliding motion.
2. the anchor bolt preburied control panel of a kind of steel work according to claim 1 is characterized in that: hollow moulding bed and slip channel-section steel adopt plain bolt fastening, and tray also adopts plain bolt fastening with being connected of slip channel-section steel.
3. the anchor bolt preburied control panel of a kind of steel work according to claim 1 is characterized in that: hole in the middle of the tray and also can change different aperture specifications.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320105440 CN203160266U (en) | 2013-03-08 | 2013-03-08 | Steel structure anchor bolt pre-embedded control plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320105440 CN203160266U (en) | 2013-03-08 | 2013-03-08 | Steel structure anchor bolt pre-embedded control plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203160266U true CN203160266U (en) | 2013-08-28 |
Family
ID=49021462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320105440 Expired - Fee Related CN203160266U (en) | 2013-03-08 | 2013-03-08 | Steel structure anchor bolt pre-embedded control plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203160266U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106079045A (en) * | 2016-08-01 | 2016-11-09 | 安徽三建工程有限公司 | A kind of adjustable precast concrete production mould frock |
| CN109056783A (en) * | 2018-08-15 | 2018-12-21 | 深圳供电局有限公司 | A kind of adjustable GIS foundation and substation |
-
2013
- 2013-03-08 CN CN 201320105440 patent/CN203160266U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106079045A (en) * | 2016-08-01 | 2016-11-09 | 安徽三建工程有限公司 | A kind of adjustable precast concrete production mould frock |
| CN109056783A (en) * | 2018-08-15 | 2018-12-21 | 深圳供电局有限公司 | A kind of adjustable GIS foundation and substation |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130828 Termination date: 20140308 |