CN202248943U - Auxiliary device for positioning pedestal embedded part of large steel structure - Google Patents
Auxiliary device for positioning pedestal embedded part of large steel structure Download PDFInfo
- Publication number
- CN202248943U CN202248943U CN2011203222123U CN201120322212U CN202248943U CN 202248943 U CN202248943 U CN 202248943U CN 2011203222123 U CN2011203222123 U CN 2011203222123U CN 201120322212 U CN201120322212 U CN 201120322212U CN 202248943 U CN202248943 U CN 202248943U
- Authority
- CN
- China
- Prior art keywords
- embedded part
- auxiliary device
- plate
- suspension column
- steel structure
- 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 - Lifetime
Links
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to an auxiliary device for positioning a pedestal embedded part of a large steel structure, which comprises a positioning board and connecting pieces, wherein a bolt hole is formed on the positioning board; the structure and position of the bolt hole are matched with those of a pre-positioned pedestal embedded part bolt; and one side of the positioning board is provided with at least four or more than four connecting pieces. Compared with the prior art, the auxiliary device provided by the utility model has the beneficial effects of simple structure and low cost and is convenient to install; and the auxiliary device ensures that a pedestal embedded part bolt rod can not tilt or shift in a process of pouring concrete, thus the positioning of the pedestal embedded part is more accurate, and the engineering quality is improved.
Description
Technical field
The utility model relates to a kind of positioning auxiliary device, particularly a kind of large-scale steel structure suspension column embedded part positioning auxiliary device.
Background technology
In the construction of large-scale steel structure; At first the suspension column embedded part to be installed; The installation of suspension column embedded part need be confirmed the exact position of suspension column embedded part, all adopts the bolt of suspension column embedded part to be located and to install and fix usually, so the location of the bolt of suspension column embedded part is even more important for the location of large-scale steel structure.If locate inaccurately, will cause the installation of whole large-scale steel structure to carry out smoothly.
In traditional large-scale steel structure construction; Mounting method for the suspension column embedded part is after the upper, middle and lower-ranking reinforcement foundation colligation of large-scale steel structure; Utilize transit and level gauge in the plane of upper strata reinforcement foundation, to confirm the position of suspension column embedded part bolt, then shank of bolt is inserted in the compound steel muscle basis, and it is welded on the reinforcement foundation of upper strata; Again the suspension column embedded part is connected with the bolt of welding and fastening, then fluid concrete in foundation pit.The drawback of this method is mainly and shows behind the embedded part bolt location; Because the reinforcing bar foundation depth of large-scale steel structure is bigger; The length that the shank of bolt of suspension column embedded part inserts in the reinforcing bar basis is longer, and the part bottom of shank of bolt insertion do not have fastener, in the process of fluid concrete; Because concrete fluidised form character causes shank of bolt to tilt.As everyone knows; 2 definite straight lines; How precisely to locate the bottom of suspension column embedded part shank of bolt also fastening is the precisely key point of location of suspension column embedded part, but in existing job practices, after the basic colligation of the reinforcing bar in upper strata and middle level; Anyhow the slit of reinforcing bar is less, and the location, bottom of suspension column embedded part bolt is difficult to realize.
The utility model content
The purpose of the utility model is the deficiency that overcomes existing technologies, and a kind of large-scale steel structure suspension column embedded part positioning auxiliary device of simple in structure, easy for installation, accurate positioning is provided.
For realizing above-mentioned purpose, the utility model is realized through following technical scheme:
Large-scale steel structure suspension column embedded part positioning auxiliary device comprises location-plate and connector, and described location-plate is provided with the bolt hole that matches with the suspension column embedded part shank of bolt of pre-determined bit, and the one side of location-plate is provided with four or more connector at least.
Described location-plate adopts steel plate to process, and its thickness is D, and the scope of D is D >=20mm.
Described connector is vertically set on respectively on the same one side of location-plate.
Described connector adopts angle steel or shaped steel to process.
Described location-plate adopts the mode of welding to be connected with connector.
Described each column construction steel part length is identical, and the scope of the length L of column construction steel part is 200-300mm.
Compared with prior art, the beneficial effect of the utility model is: this apparatus structure is simple, easy for installation, with low cost, and the job site makes easily; Guarantee that suspension column embedded part shank of bolt can run-off the straight or displacement in the process of fluid concrete, and then make the location of suspension column embedded part more accurate, workmanship is improved.
Description of drawings
Fig. 1 is the structural representation of the utility model.
Fig. 2 is the scheme of installation of the utility model.
Fig. 3 is the lateral view of Fig. 2.
Among the figure: the last steel bar layer 4-suspension column embedded part 5-nut 6-shank of bolt 7-location-plate 8-connector 9-bolt hole of steel bar layer 3-among the steel bar layer 2-under the 1-
The specific embodiment
Describe in further detail below in conjunction with the specific embodiment of accompanying drawing the utility model.
Embodiment one, and large-scale steel structure suspension column embedded part positioning auxiliary device is as shown in Figure 1; Comprise location-plate 7 and connector 8; Described location-plate 7 is provided with bolt hole 9, and described bolt hole 9 structures all match with suspension column embedded part 4 bolts of pre-determined bit with the position, and the one side of location-plate 7 is provided with connector 8.Location-plate 7 adopts steel plate to process, and its thickness is 25mm; Connector 8 is that four identical angle steel of structure are processed, and connector 8 is vertically welded in respectively on the same one side of location-plate 7, and the length of each connector 8 is 220mm.
Embodiment two, and large-scale steel structure suspension column embedded part positioning auxiliary device is as shown in Figure 1; Comprise location-plate 7 and connector 8; Described location-plate 7 is provided with bolt hole 9, and described bolt hole 9 structures all match with suspension column embedded part 4 bolts of pre-determined bit with the position, and the one side of location-plate 7 is provided with connector 8.Location-plate 7 adopts steel plate to process, and its thickness is 30mm; Connector 8 is that four identical angle steel of structure are processed, and connector 8 is vertically welded in respectively on the same one side of location-plate 7, and the length of each connector 8 is 250mm.
Claims (6)
1. large-scale steel structure suspension column embedded part positioning auxiliary device; It is characterized in that; Comprise location-plate and connector, described location-plate is provided with the bolt hole that matches with the suspension column embedded part shank of bolt of pre-determined bit, and the one side of location-plate is provided with four or more connector at least.
2. large-scale steel structure suspension column embedded part positioning auxiliary device according to claim 1 is characterized in that, described location-plate adopts steel plate to process, and its thickness is D, and the scope of D is D >=20mm.
3. large-scale steel structure suspension column embedded part positioning auxiliary device according to claim 1 is characterized in that described connector is vertically set on respectively on the same one side of location-plate.
4. large-scale steel structure suspension column embedded part positioning auxiliary device according to claim 1 is characterized in that, described connector adopts angle steel or shaped steel to process.
5. large-scale steel structure suspension column embedded part positioning auxiliary device according to claim 1 is characterized in that, described location-plate adopts the mode of welding to be connected with connector.
6. large-scale steel structure suspension column embedded part positioning auxiliary device according to claim 1 is characterized in that, described each column construction steel part length is identical, and the scope of the length L of column construction steel part is 200-300mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203222123U CN202248943U (en) | 2011-08-30 | 2011-08-30 | Auxiliary device for positioning pedestal embedded part of large steel structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011203222123U CN202248943U (en) | 2011-08-30 | 2011-08-30 | Auxiliary device for positioning pedestal embedded part of large steel structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202248943U true CN202248943U (en) | 2012-05-30 |
Family
ID=46110205
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011203222123U Expired - Lifetime CN202248943U (en) | 2011-08-30 | 2011-08-30 | Auxiliary device for positioning pedestal embedded part of large steel structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202248943U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979108A (en) * | 2012-11-17 | 2013-03-20 | 中建钢构有限公司 | Locating sleeve rack for locating anchor bolt group |
| CN108035554A (en) * | 2017-11-24 | 2018-05-15 | 常州第建筑集团有限公司 | The steel column supporting frame construction method of high-rise building frame column |
-
2011
- 2011-08-30 CN CN2011203222123U patent/CN202248943U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979108A (en) * | 2012-11-17 | 2013-03-20 | 中建钢构有限公司 | Locating sleeve rack for locating anchor bolt group |
| CN102979108B (en) * | 2012-11-17 | 2015-11-25 | 中建钢构有限公司 | For locating the location stock of crab-bolt group |
| CN108035554A (en) * | 2017-11-24 | 2018-05-15 | 常州第建筑集团有限公司 | The steel column supporting frame construction method of high-rise building frame column |
| CN108035554B (en) * | 2017-11-24 | 2020-09-08 | 常州第一建筑集团有限公司 | Construction method of section steel column support frame of super high-rise building frame column |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102425187B (en) | Large steel structure heel embedded part positioning device and method | |
| CN103015572A (en) | Connecting method for wall body and floor slab and special connecting structure as well as quick-assembled house | |
| CN209891084U (en) | Bridge support cushion stone anchor bolt hole positioning fixture | |
| CN202117341U (en) | Template for embedding foundation bolts of steel structures of buildings | |
| CN104264984A (en) | Formwork for concrete structure pouring and pouring construction method | |
| CN104404882A (en) | Assistant mounting die for support and construction method thereof | |
| CN103835303B (en) | A kind of cast-type armored concrete shearing resistance method and structure | |
| CN103161313B (en) | Connection method of main reinforcement of constructional column of infilled wall and framed girder | |
| CN202248943U (en) | Auxiliary device for positioning pedestal embedded part of large steel structure | |
| CN209891236U (en) | Steel construction buries formula column base's positioner | |
| CN206233579U (en) | Shear wall template is to drawing connecting piece and template reinforced structure thereof | |
| CN205421322U (en) | Pre -buried rag bolt crowd's positioning tool | |
| CN204553471U (en) | A kind of foundation ditch tool type guard rail fixing bolt | |
| CN201377173Y (en) | Foundation bolt positioning template of steel-structure building | |
| CN203383332U (en) | Adjustable positioning structure with two positioning plates for embedded bolts | |
| CN202850489U (en) | Pre-buried line pipe locating connecting piece | |
| CN111779305A (en) | Masonry structure toughness improvement by adopting vertical drilling bar planting and roof steel backing plate combination in wall body and construction method thereof | |
| CN206591451U (en) | A kind of positioner installed for vertical reinforcement | |
| CN104805910A (en) | Embedded part for cast-in-place concrete component and construction method of embedded part | |
| CN206581595U (en) | A kind of big plate erecting device of new concrete | |
| CN205791363U (en) | A kind of electrical engineering positioning installation apparatus | |
| CN111119233B (en) | Concrete side wall embedded iron part fixing mechanism and using method thereof | |
| CN102094461A (en) | Embedded bolt cleading | |
| CN100417774C (en) | Mounting and caging system for composite thermal-insulation concrete building template and construction method thereof | |
| CN204825866U (en) | Bored concrete pile structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120530 |
|
| CX01 | Expiry of patent term |