CN103420284A - Construction tower crane adjustable wall-attachment supporting device - Google Patents
Construction tower crane adjustable wall-attachment supporting device Download PDFInfo
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- CN103420284A CN103420284A CN2012101524895A CN201210152489A CN103420284A CN 103420284 A CN103420284 A CN 103420284A CN 2012101524895 A CN2012101524895 A CN 2012101524895A CN 201210152489 A CN201210152489 A CN 201210152489A CN 103420284 A CN103420284 A CN 103420284A
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- base
- plate
- tower crane
- strutting arrangement
- attached wall
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Abstract
The invention relates to a construction tower crane adjustable wall-attachment supporting device comprising a fixing seat, a first lug seat, a second lug seat, a connection sleeve pipe, an adjustment rod, and a connection rack. The first lug seat is fixedly connected with the fixing seat. One end of the connection sleeve pipe is hinged with the first lug seat. Two ends of the adjustment rods are respectively connected with the other end of the connection sleeve pipe and one end of the connection rack. The other end of the connection rack is connected with the second lug seat. The device provided by the invention is used for connecting a column of the construction tower crane with a concrete wall for reinforcing. With the designed adjustment rod, tension degree and verticality of the tower crane column can be conveniently and rapidly adjusted according to needs, such that the column can be firmly connected with an adjacent building, and tower crane stability and safety are enhanced. Therefore, construction production can be normally and safely carried out.
Description
Technical field
The present invention relates to a kind of tower crane and can regulate attached wall bracing or strutting arrangement, for column and the concrete wall reinforcement by connection of tower crane.
Background technology
In the high building project construction, tower crane bears very large load, for guaranteeing stability and the safety of tower body column, need column to connect the wall consolidation process, the interval certain altitude adopts attached wall to support the building reinforcement by connection with vicinity by tower machine column.Conventional approach is the distance according to column and concrete wall, adopts the pre-buried shaped steel of shaped steel and concrete wall to be welded to connect the formation pull bar, and the other end of pull bar is connected with column by bolt, with this, guarantees the safety and stability of tower crane.Therefore but the shaped steel pull bar is rigid material, there is no retractility, this reinforcing and processing method is regulated the speed very slowly, and work efficiency is very low, and is difficult to guarantee the squareness of tower machine column.
Summary of the invention
Technical matters to be solved by this invention is to provide a kind of tower crane can regulate attached wall bracing or strutting arrangement, and this device is applicable to column and the concrete wall reinforcement by connection of tower crane.The adjust bar of design can be adjusted relaxation degree, the squareness of tower machine column as required quickly and easily, and column and contiguous building are connected firmly, thereby strengthens stability and the safety of tower machine, and the normal safety that the assurance construction is produced is carried out.
For solving the problems of the technologies described above, the technical solution adopted in the present invention is: tower crane can be regulated attached wall bracing or strutting arrangement, comprises permanent seat, the first ear plate base, the second ear plate base, coupling bush, adjust bar, link span, described the first ear plate base is fixedly connected with permanent seat, coupling bush one end and the first ear plate base are hinged, and the adjust bar two ends are connected with an end of coupling bush and an end of link span respectively, and the other end of described link span is connected with the second ear plate base.
Described the first ear plate base is provided with the otic placode base plate, and described permanent seat is provided with base plate, and coupling bush is provided with the ears plate, and described link span is provided with steel bushing; The otic placode base plate of the first ear plate base and a base plate of permanent seat are bolted, the ears plate of coupling bush is hinged by the otic placode of bearing pin and the first ear plate base, the two ends of adjust bar are connected with the steel bushing of coupling bush and link span respectively, and the otic placode base plate of the opposite side of link span and the second ear plate base is welded to connect.
Described permanent seat is welded by two square floors that are parallel to each other and four reinforcing bars, and the Si Jiaochu of described base plate is provided with bolt hole.
Described the first ear plate base is formed by otic placode base plate and monaural plate vertical welding, and four jiaos of places of described otic placode base plate also are provided with the bolt hole corresponding with base plate, on the monaural plate, are provided with pin shaft hole.
Described the second ear plate base is formed by otic placode base plate and monaural plate vertical welding, on the monaural plate, is provided with pin shaft hole.
One side of described link span is provided with tapped steel bushing.
The middle part of described adjust bar is provided with clamping head, and the screw thread at described adjust bar two ends is symmetrical arranged, for being connected with steel bushing and coupling bush are supporting.
The section that described link span is welded by the steel pipe combination is square truss.
Describedly regulate attached wall bracing or strutting arrangement and be at least one.
Tower crane of the present invention can be regulated attached wall bracing or strutting arrangement, and the first ear plate base, the second ear plate base are the monaural panel seat, can 180 ° of rotations, with adjust bar, coordinate, and be conducive to quickly and easily tower crane be carried out to bracing reinforcement.During installation, the interval certain altitude adopts this device by the building reinforcement by connection of tower machine column and vicinity, the adjust bar of design can be adjusted relaxation degree, the squareness of tower machine column as required quickly and easily, column and contiguous building are connected firmly, thereby strengthen stability and the safety of tower machine, guarantee that the normal safety of construction production is carried out.
The accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described:
The structural representation that Fig. 1 is apparatus of the present invention.
Fig. 2 is apparatus of the present invention fixed seat structure schematic diagram.
Fig. 3 is at the drawing at A place in Fig. 1.
The B-B that Fig. 4 is Fig. 3 is to view.
Fig. 5 is pipe link structure front elevation.
The C-C that Fig. 6 is Fig. 5 is to view.
Fig. 7 is that the present invention installs and uses schematic diagram.
The specific embodiment
As shown in Fig. 1～6, tower crane can be regulated attached wall bracing or strutting arrangement, and it comprises permanent seat 1, the first ear plate base 2, the second ear plate bases 2 ', coupling bush 3, adjust bar 4, link span 5.The otic placode base plate 21 of the first ear plate base 2 is connected with base plate 11 bolts of permanent seat 1, and the ears plate 6 of coupling bush 3 is hinged by the otic placode of bearing pin 7 and the first ear plate base 2; The two ends of adjust bar 4 are threaded with the steel bushing 8 of coupling bush 3 and link span 5 respectively; The otic placode base plate of the opposite side of link span 5 and the second ear plate base 2 ' is welded to connect.
Described permanent seat 1 is welded by two square floors that are parallel to each other 11 and four reinforcing bars 12, and the Si Jiaochu of base plate 11 is provided with bolt hole 13.
Described the first ear plate base 2 is formed by otic placode base plate 21 and monaural plate 22 vertical weldings, and 21 4 jiaos of places of described otic placode base plate also are provided with the bolt hole corresponding with base plate 11 13, are provided with pin shaft hole 23 on monaural plate 22.
Described the second ear plate base 2 ' is formed by otic placode base plate and monaural plate vertical welding, on described monaural plate, is provided with pin shaft hole 23.
One side of described pipe link 5 is provided with tapped steel bushing 8.
The middle part of described adjust bar 4 is provided with clamping head 31, and the screw thread at described adjust bar 4 two ends is symmetrical arranged, and with steel bushing 8 and coupling bush 3, supports the use.
It is square truss that described connection bridge 5 is not less than by diameter the section that the steel pipe combination of 2.5 inch is welded.
The first ear plate base 2, the second ear plate bases 2 ' can 180 ° of rotations, with adjust bar 4, coordinate, and are conducive to quickly and easily tower crane be carried out to bracing reinforcement.
The steel plate materials that the base plate 11 of permanent seat 1, the first ear plate base 2, the second ear plate base 2 ', ears plate 6 etc. select thickness to be not less than 2mm is made.
The present invention can regulate attached wall bracing or strutting arrangement and be at least one, and embodiment is preferably used two covers.
Implementation step:
1), as described in Figure 7, when the casting concrete metope, first by the pre-buried permanent seat 1 of height designed, generally in same level, bury two covers underground, when pre-buried, the surface of a base plate 11 of permanent seat 1 is close to form surfacing and with adhesive plaster, bolt hole 13 is sealed, in order to avoid cement wash enters in bolt hole.
2), by tie bolt, the otic placode base plate 21 of the first ear plate base 2 is connected with the base plate 11 of permanent seat 1, base and built-in fitting are connected firmly.
3), by adjust bar 4, link span 5 is connected on the first ear plate base 2.
4), again the opposite side of link span 5 is connected with the otic placode arranged on tower machine column 9.
5), finally can, by the relaxation degree of the clamping head 31 adjustment link spans 5 on adjust bar 4, realize tower crane is carried out the purpose of bracing reinforcement.
Claims (9)
1. tower crane can be regulated attached wall bracing or strutting arrangement, comprise permanent seat (1), the first ear plate base (2), the second ear plate base (2 '), coupling bush (3), adjust bar (4), link span (5), it is characterized in that, described the first ear plate base (2) is fixedly connected with permanent seat (1), coupling bush (3) one ends and the first ear plate base (2) are hinged, and adjust bar (4) two ends are connected with an end of link span (5) with an end of coupling bush (3) respectively, and the other end of described link span (5) is connected with the second ear plate base (2 ').
2. tower crane can be regulated attached wall bracing or strutting arrangement according to claim 1, it is characterized in that, described the first ear plate base (2) is provided with otic placode base plate (21), described permanent seat (1) is provided with base plate (11), coupling bush (3) is provided with ears plate (6), and described link span (5) is provided with steel bushing (8);
The otic placode base plate (21) of the first ear plate base (2) is bolted with a base plate (11) of permanent seat (1), the ears plate (6) of coupling bush (3) is hinged with the otic placode of the first ear plate base (2) by bearing pin (7), the two ends of adjust bar (4) are connected with the steel bushing (8) of coupling bush (3) and link span (5) respectively, and the otic placode base plate of the opposite side of link span (5) and the second ear plate base (2 ') is welded to connect.
3. can regulate attached wall bracing or strutting arrangement according to the described tower crane of claim 1 or 2, it is characterized in that, described permanent seat (1) is welded by: two square floors that are parallel to each other (11) and four reinforcing bars (12), and the Si Jiaochu of described base plate (11) is provided with bolt hole (13).
4. tower crane can be regulated attached wall bracing or strutting arrangement according to claim 2, it is characterized in that, described the first ear plate base (2) is formed by otic placode base plate (21) and monaural plate (22) vertical welding, described otic placode base plate (21) Si Jiaochu also is provided with the bolt hole (13) corresponding with base plate (11), is provided with pin shaft hole (23) on monaural plate (22).
5. tower crane can be regulated attached wall bracing or strutting arrangement according to claim 2, it is characterized in that, described the second ear plate base (2 ') is formed by otic placode base plate and monaural plate vertical welding, is provided with pin shaft hole (23) on described monaural plate.
6. can regulate attached wall bracing or strutting arrangement according to the described tower crane of claim 1 or 2, it is characterized in that, a side of described link span (5) is provided with tapped steel bushing (8).
7. can regulate attached wall bracing or strutting arrangement according to the described tower crane of claim 1 or 2, it is characterized in that, the middle part of described adjust bar (4) is provided with clamping head (31), and the screw thread at described adjust bar (4) two ends is symmetrical arranged, for steel bushing (8) and supporting connection of coupling bush (3).
8. can regulate attached wall bracing or strutting arrangement according to the described tower crane of claim 1 or 2, it is characterized in that, the section that described link span (5) is welded by the steel pipe combination is square truss.
9. tower crane can be regulated attached wall bracing or strutting arrangement according to claim 1, it is characterized in that, describedly regulates attached wall bracing or strutting arrangement and is at least one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101524895A CN103420284A (en) | 2012-05-17 | 2012-05-17 | Construction tower crane adjustable wall-attachment supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101524895A CN103420284A (en) | 2012-05-17 | 2012-05-17 | Construction tower crane adjustable wall-attachment supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103420284A true CN103420284A (en) | 2013-12-04 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012101524895A Pending CN103420284A (en) | 2012-05-17 | 2012-05-17 | Construction tower crane adjustable wall-attachment supporting device |
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| CN (1) | CN103420284A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103979437A (en) * | 2014-05-26 | 2014-08-13 | 上海市机械施工集团有限公司 | Tower crane wall attached member bar device |
| CN106114902A (en) * | 2016-07-08 | 2016-11-16 | 广州飞机维修工程有限公司 | A kind of Boeing-737 type Krueger flap safety supporting device |
-
2012
- 2012-05-17 CN CN2012101524895A patent/CN103420284A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103979437A (en) * | 2014-05-26 | 2014-08-13 | 上海市机械施工集团有限公司 | Tower crane wall attached member bar device |
| CN106114902A (en) * | 2016-07-08 | 2016-11-16 | 广州飞机维修工程有限公司 | A kind of Boeing-737 type Krueger flap safety supporting device |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20131204 |