CN203079591U - Crane wall-attaching steel-structure switch connection support - Google Patents
Crane wall-attaching steel-structure switch connection support Download PDFInfo
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- CN203079591U CN203079591U CN 201320026551 CN201320026551U CN203079591U CN 203079591 U CN203079591 U CN 203079591U CN 201320026551 CN201320026551 CN 201320026551 CN 201320026551 U CN201320026551 U CN 201320026551U CN 203079591 U CN203079591 U CN 203079591U
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Abstract
The utility model discloses a crane wall-attaching steel-structure switch connection support, and belongs to the technical field of building construction. The crane wall-attaching steel-structure switch connection support comprises a plurality of channel steel, wherein one ends of the channel steel are fixed on a building main body, and the other ends of the channel steel extend towards the outer side of the building main body, and the two ends of the channel steel are fixed on the same connection channel steel together; the connection channel steel is also fixedly provided with a connection steel plate; and a screw hole is formed in the connection steel plate, and is internally matched with a bolt. The crane wall-attaching steel-structure connection support provided by the utility model not only can connect a standard wall-attaching rod with the building main body, but also is convenient to install and detach, is low in expense, and prevents defects of non-standard wall-attaching rod elements made by manufacturers.
Description
Technical field
The utility model discloses a kind of tower crane attached wall steel structure conversion and connects bearing, belongs to the technical field of building operation.
Background technology
Along with the scale of present skyscraper is increasing; elevation of building becomes increasingly complex; jack up construction tower crane is when arranging; be subjected to the influence of construction condition, the flat facade of building and building structure; run into tower crane desired location and building main body distance through regular meeting and exceed routine, cause the attached wall bar to extend or two attached wall bars in one need lengthening.The standard attached wall rod member that provides of manufacturer does not just satisfy the normal use at scene in this case.For this reason, the camp site often adopts non-standard attached wall rod member to carry out the tower crane attached wall.But non-standard attached wall rod member price will be far above standard attached wall rod member, and has generally that rod member is long, overweight, slenderness ratio is difficult to guarantee; It is strong to have enough to meet the need usability; Make, transportation, install, the drawback of difficulty relatively during dismounting.At the problems referred to above, this case produces thus.
The utility model content
The purpose of this utility model provides and a kind ofly not only standard attached wall bar can be connected with the building main body, and easy installation and removal, tower crane attached wall steel structure conversion that expense is low connect bearing.
For achieving the above object, the technical scheme that the utility model adopted is:
A kind of tower crane attached wall steel structure conversion connects bearing, comprises several channel-section steels, and channel-section steel one end is fixedly mounted on the building body, and the channel-section steel other end stretches out to the building body outside, and is fixed on jointly on the same block of connection channel-section steel; Also be installed with the connection steel plate on the connection channel-section steel, offer screw on the connection steel plate, be equipped with bolt in the screw.Connect screw and bolt on the steel plate, be used for being connected with tower crane attached wall bar, promptly tower crane attached wall bar is connected the bearing captive joint by connecting steel plate with the conversion of the utility model tower crane attached wall steel structure.
Further setting as such scheme, described each channel-section steel is captiveed joint with building body by node one, node one comprise by screw rod one through walls be fixed on the beam slab of building body in adhere to steel plate one (in adhere to the madial wall that steel plate one is installed in beam slab) and adhere to steel plate one (adhering to the lateral wall that steel plate one is installed in beam slab outward) outward, the channel-section steel fixed installation is adhered on the steel plate one outside.
Connect steel plate by node two fixed installations on the described connection channel-section steel, node two comprise by screw rod two through walls be fixed on connect on the channel-section steel in adhere to steel plate two (in adhere to steel plate two be installed in the madial wall that connects channel-section steel) and adhere to steel plate two (adhere to steel plate two outward and be installed in the lateral wall that is connected channel-section steel) outward, the connection steel plate fixedly mounts and adheres to outside on the steel plate two.
Described channel-section steel is provided with four altogether, and two channel-section steels in the middle of being positioned at are parallel to each other, and perpendicular to beam slab with is connected channel-section steel, is positioned at two channel-section steels inclination installations of dual-side.
Described connection channel-section steel welds mutually with each channel-section steel.
Described outer adhering to is provided with brace panel one between steel plate one and the channel-section steel.
The described outer steel plate two that adheres to is provided with brace panel two with being connected between the steel plate.
The utility model tower crane attached wall steel structure conversion connects bearing, not only standard attached wall bar can be connected with the building main body, and easy installation and removal, expense is low, has avoided the drawback of use producer nonstandard attached wall rod member customized.
In a word, the utility model mainly contains following two advantages:
1. the utility model can be used the shaped steel field fabrication, and installing/dismounting is more convenient, and expense is lower.
2. the utility model can be connected standard attached wall bar with the building main body, reduced irregular because of building facade and plane, regioselective limitation when the influence of the structure of building and the influence of construction environment on every side cause the tower crane location, can be at the bigger location arrangements tower crane of tower crane protection face, arrange so that more reasonably carry out tower crane, improve the degree of utilization of tower crane.
The utility model mainly is applicable to following building situation:
1. when being applicable to the monomer high-building construction, limited by building self aspect or surrounding environment, self-elevating tower crane can't be arranged in the position of conventional criteria attached wall.
2. be applicable to the building of the high-rise vertical direction variable section of monomer, promptly big top, building bottom is little, perhaps facade shape complexity, and self-elevating tower crane can't be used standard attached wall bar attached wall.
3. when high-rise colony residential quarters group's tower was arranged, for taking all factors into consideration, apart from the overgauge distance, perhaps the plane of attached wall position or facade were than complexity attached wall routinely from building for the tower crane position.
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.
Description of drawings
Fig. 1 is installed in structural representation between standard attached wall bar and the building main body for the utility model;
Fig. 2 is the structural representation of node one;
Fig. 3 is that the A-A of Fig. 2 is to the sectional structure scheme drawing;
Fig. 4 is the structural representation of node two;
Fig. 5 is that the B-B of Fig. 4 is to the sectional structure scheme drawing;
Fig. 6 is that the C of Fig. 4 is to structural representation.
The specific embodiment
As shown in Figure 1, the conversion of the utility model tower crane attached wall steel structure connects bearing, comprises four channel-section steels 1, and channel-section steel 1 one ends are fixedly mounted on the building body, and channel-section steel 1 other end stretches out to the building body outside, and is weldingly fixed on jointly on the same block of connection channel-section steel 2.Also be installed with connection steel plate 3 on the connection channel-section steel 2, offer screw 4 on the connection steel plate 3, be equipped with bolt 5 in the screw 4.Connect screw 4 and bolt 5 on the steel plate 3, be used for being connected with tower crane standard attached wall bar 6, promptly tower crane standard attached wall bar 6 is connected the bearing captive joint by connecting steel plate 3 with the conversion of the utility model tower crane attached wall steel structure.
Shown in Fig. 2,3, further setting as such scheme, each channel-section steel 1 is captiveed joint with building body by node 1, node 1 comprise by screw rod 1 through walls be fixed on the beam slab 9 of building body in adhere to steel plate 1 and adhere to steel plate 1 outward, channel-section steel 1 is installed in outer adhering on the steel plate 1 by bolt.In four channel-section steels 1, two channel-section steels 1 in the middle of being positioned at are parallel to each other, and perpendicular to beam slab 9 with is connected channel-section steel 2, are positioned at two channel-section steels, the 1 inclination installation of dual-side.Adhere to outward between steel plate 1 and the channel-section steel 1 and be provided with brace panel 1.
Shown in Fig. 4,5,6, connect on the channel-section steel 2 and connect steel plate 3 by node 2 13 fixed installations, node 2 13 comprise by screw rod 2 14 through walls be fixed on connect on the channel-section steel 2 in adhere to steel plate 2 15 and adhere to steel plate 2 16 outward, connect steel plate 3 and fixedly mount and adhere to outside on the steel plate 2 16.Adhere to steel plate 2 16 outward and be provided with brace panel 2 17 between the steel plate 3 with being connected.
The conversion of the utility model tower crane attached wall steel structure connects bearing, and an end links to each other with building body, and the other end links to each other with tower crane standard attached wall bar 6, forms the nonstandard attached wall of compound type.The conversion of the utility model tower crane attached wall steel structure connects bearing, connects tower crane standard attached wall bar 6 as the conversion transom and carries out the construction of tower crane attached wall with high building structure.
The foregoing description only is used to the inventive concept of the present utility model of explaining, but not to the qualification of the utility model rights protection, allly utilizes this design that the utility model is carried out the change of unsubstantiality, all should fall into protection domain of the present utility model.
Claims (7)
1. a tower crane attached wall steel structure conversion connects bearing, and it is characterized in that: comprise several channel-section steels, channel-section steel one end is fixedly mounted on the building body, and the channel-section steel other end stretches out to the building body outside, and is fixed on jointly on the same block of connection channel-section steel; Also be installed with the connection steel plate on the connection channel-section steel, offer screw on the connection steel plate, be equipped with bolt in the screw.
2. the conversion of tower crane attached wall steel structure connects bearing according to claim 1, it is characterized in that: described each channel-section steel is captiveed joint with building body by node one, node one comprise by screw rod one through walls be fixed on the beam slab of building body in adhere to steel plate one and adhere to steel plate one outward, the channel-section steel fixed installation is adhered on the steel plate one outside.
3. the conversion of tower crane attached wall steel structure connects bearing according to claim 1, it is characterized in that: connect steel plate by node two fixed installations on the described connection channel-section steel, node two comprise by screw rod two through walls be fixed on connect on the channel-section steel in adhere to steel plate two and adhere to steel plate two outward, connect steel plate and fixedly mount and adhere to outside on the steel plate two.
4. connect bearing as tower crane attached wall steel structure conversion as described in claim 2 or 3, it is characterized in that: described channel-section steel is provided with four altogether, and two channel-section steels in the middle of being positioned at are parallel to each other, and perpendicular to beam slab with is connected channel-section steel, is positioned at two channel-section steels inclination installations of dual-side.
5. the conversion of tower crane attached wall steel structure connects bearing according to claim 1, and it is characterized in that: described connection channel-section steel welds mutually with each channel-section steel.
6. connect bearing as tower crane attached wall steel structure conversion as described in the claim 2, it is characterized in that: described outer adhering to is provided with brace panel one between steel plate one and the channel-section steel.
7. connect bearing as tower crane attached wall steel structure conversion as described in the claim 3, it is characterized in that: the described outer steel plate two that adheres to is provided with brace panel two with being connected between the steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320026551 CN203079591U (en) | 2013-01-17 | 2013-01-17 | Crane wall-attaching steel-structure switch connection support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320026551 CN203079591U (en) | 2013-01-17 | 2013-01-17 | Crane wall-attaching steel-structure switch connection support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203079591U true CN203079591U (en) | 2013-07-24 |
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ID=48825449
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320026551 Expired - Fee Related CN203079591U (en) | 2013-01-17 | 2013-01-17 | Crane wall-attaching steel-structure switch connection support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203079591U (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 |
| CN106495026A (en) * | 2017-01-09 | 2017-03-15 | 山东华邦建设集团有限公司 | Attachment built temporarily by construction tower crane |
-
2013
- 2013-01-17 CN CN 201320026551 patent/CN203079591U/en not_active Expired - Fee Related
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 |
| CN106495026A (en) * | 2017-01-09 | 2017-03-15 | 山东华邦建设集团有限公司 | Attachment built temporarily by construction tower crane |
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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: 20130724 Termination date: 20210117 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |