CN203066490U - Limiting device of steel structure truss - Google Patents
Limiting device of steel structure truss Download PDFInfo
- Publication number
- CN203066490U CN203066490U CN 201220639868 CN201220639868U CN203066490U CN 203066490 U CN203066490 U CN 203066490U CN 201220639868 CN201220639868 CN 201220639868 CN 201220639868 U CN201220639868 U CN 201220639868U CN 203066490 U CN203066490 U CN 203066490U
- Authority
- CN
- China
- Prior art keywords
- girder steel
- steel
- limiting plate
- steel structure
- stopping means
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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 - Lifetime
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 78
- 239000010959 steel Substances 0.000 title claims abstract description 78
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000000465 moulding Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 3
- 238000005259 measurement Methods 0.000 description 2
- 210000002421 cell wall Anatomy 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a limiting device of a steel structure truss and belongs to an auxiliary tool for steel structure construction. The limiting device comprises a base steel beam, a supporting steel beam and a limiting plate, wherein the supporting steel beam is vertically and fixedly arranged on the base steel beam, the limiting plate is fixedly arranged on the supporting steel beam, and a limiting groove which is matched with the steel beams of the limiting steel structure truss is formed in the limiting plate. The limiting device of the steel structure truss has the advantages of being capable of enabling the steel structure truss to be rapidly in position, convenient to manufacture, simple in form, easy to carry, capable of completing assembly and disassembly without help of other devices, convenient to assemble and disassemble when being used, easy to operate, high in safety performance, strong in adjustability, and capable of being flexibly applied to different projects.
Description
Technical field
The utility model relates to the aid that uses in the Construction of Steel Structure, particularly auxiliary steel structure truss stopping means in place in a kind of Construction of Steel Structure.
Background technology
In the structural steelwork installation, particularly on moulding bed, during construction operation, be subjected to the restriction of construction environment, in order to guarantee component assembly or installation accuracy, need repeat to proofread and correct to member, also delay the plenty of time simultaneously, have influence on integral construction efficient.
The utility model content
The technical problems to be solved in the utility model provides a kind of stopping means of steel structure truss, and it can assist steel structure truss in place fast, thereby solve member is repeated to proofread and correct, and delays the plenty of time, influences the problem of integral construction efficient.
Above-mentioned technical problem solves by the following technical programs:
The utility model embodiment provides a kind of stopping means of steel structure truss, it is characterized in that, comprising:
Base girder steel, support girder steel and limiting plate; Wherein,
Described support girder steel vertically is fixedly installed on the described base girder steel;
Described limiting plate is fixedly installed on the described support girder steel, and described limiting plate is provided with the stopper slot with the girder steel of spacing steel structure truss coupling.
In the above-mentioned stopping means, described base girder steel is the H section steel beam.
In the above-mentioned stopping means, described support girder steel is the H section steel beam, supports the height of girder steel less than the length of described base girder steel.
In the above-mentioned stopping means, described limiting plate is arranged on the lower wing plate of described support girder steel.
In the above-mentioned stopping means, the lower wing plate of described limiting plate and described support girder steel is structure as a whole, and constitutes by on the lower wing plate that supports girder steel spacing groove being set.
Stopping means of the present utility model, simple in structure, easy to use, in the time of above moulding bed, effect by limiting plate, can help truss in place fast, truss effectively reduces the measurement update amount by limiting plate, when being used for truss repetition assembly unit, stopping means is fixed on the slippage moulding bed platform, be used for the truss quick-assembling and use, can guarantee the integral assembling precision, reduce the duplicate measurements of segmentation truss, accelerate efficiency of construction, reduced construction cost.
Description of drawings
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, the accompanying drawing of required use is done to introduce simply in will describing embodiment below, apparently, accompanying drawing in describing below only is embodiment more of the present utility model, for those of ordinary skill in the art, under the prerequisite of not paying creative work, can also obtain other accompanying drawings according to these accompanying drawings.
The stopping means structural representation that Fig. 1 provides for the utility model embodiment;
Fig. 2 uses view for the stopping means that the utility model embodiment provides.
The specific embodiment
Below the technical scheme among the utility model embodiment is clearly and completely described, obviously, described embodiment only is the utility model part embodiment, rather than whole embodiment.Based on embodiment of the present utility model, those of ordinary skills belong to protection domain of the present utility model not making the every other embodiment that obtains under the creative work prerequisite.
Below the utility model embodiment is described in further detail.
The utility model embodiment provides a kind of stopping means of steel structure truss, can be used in the Construction of Steel Structure, can ground or the moulding bed platform carry out operation, as shown in Figure 1, comprising: base girder steel 1, support girder steel 2 and limiting plate 3;
Wherein, supporting girder steel 2 vertically is fixedly installed on the described base girder steel 1; Limiting plate 3 is fixedly installed on the described support girder steel 2, and described limiting plate 3 is provided with the stopper slot 31 with the girder steel of spacing steel structure truss coupling.The cell wall of stopper slot both sides can play the position-limiting action to steel structure truss.
In the above-mentioned stopping means, base girder steel 1 can adopt the H section steel beam.
In the above-mentioned stopping means, support girder steel 2 and can adopt the H section steel beam, support the height of girder steel less than the length of base girder steel.
In the above-mentioned stopping means, limiting plate 3 is arranged on the lower wing plate that supports girder steel.
In the above-mentioned stopping means, limiting plate 3 can be structure as a whole with the lower wing plate 21 that supports girder steel 2, can spacing groove be set at the lower wing plate 21 that supports girder steel and constitute limiting plate.
As shown in Figure 2, when this stopping means 10 uses, it is supported girder steel 2 be welded on the base girder steel 1, base girder steel 1 and moulding bed are welded, support girder steel 2 and be provided with limiting plate 3, fix by 3 pairs of steel structure truss 20 of limiting plate, just can finish building of shaped steel operating platform.
In sum, the stopping means that the utility model embodiment provides can make in placely fast to steel structure truss, has convenient the making, and form is simple, is easy to carry, and can independently not finish by other equipment and install and the dismounting operation; During use, installation, convenient disassembly; Simple to operate in the use, the security performance height, adjustability is strong, but flexible Application is in different engineerings.
The above; it only is the preferable specific embodiment of the utility model; but protection domain of the present utility model is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the utility model discloses; the variation that can expect easily or replacement all should be encompassed within the protection domain of the present utility model.Therefore, protection domain of the present utility model should be as the criterion with the protection domain of claims.
Claims (5)
1. the stopping means of a steel structure truss is characterized in that, comprising:
Base girder steel, support girder steel and limiting plate; Wherein,
Described support girder steel vertically is fixedly installed on the described base girder steel;
Described limiting plate is fixedly installed on the described support girder steel, and described limiting plate is provided with the stopper slot with the girder steel of spacing steel structure truss coupling.
2. stopping means as claimed in claim 1 is characterized in that, described base girder steel is the H section steel beam.
3. stopping means as claimed in claim 1 or 2 is characterized in that, described support girder steel is the H section steel beam, supports the height of girder steel less than the length of described base girder steel.
4. stopping means as claimed in claim 1 or 2 is characterized in that, described limiting plate is arranged on the lower wing plate of described support girder steel.
5. stopping means as claimed in claim 1 or 2 is characterized in that, the lower wing plate of described limiting plate and described support girder steel is structure as a whole, and constitutes by on the lower wing plate that supports girder steel spacing groove being set.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220639868 CN203066490U (en) | 2012-11-28 | 2012-11-28 | Limiting device of steel structure truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220639868 CN203066490U (en) | 2012-11-28 | 2012-11-28 | Limiting device of steel structure truss |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203066490U true CN203066490U (en) | 2013-07-17 |
Family
ID=48765300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220639868 Expired - Lifetime CN203066490U (en) | 2012-11-28 | 2012-11-28 | Limiting device of steel structure truss |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203066490U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603503A (en) * | 2013-10-30 | 2014-02-26 | 中建钢构有限公司北京分公司 | Anchor bolt installing method |
| CN104153599A (en) * | 2014-08-26 | 2014-11-19 | 中铁八局集团建筑工程有限公司 | System of section steel concrete beam structure without section steel column support and bracket for construction of section steel concrete beam |
-
2012
- 2012-11-28 CN CN 201220639868 patent/CN203066490U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103603503A (en) * | 2013-10-30 | 2014-02-26 | 中建钢构有限公司北京分公司 | Anchor bolt installing method |
| CN104153599A (en) * | 2014-08-26 | 2014-11-19 | 中铁八局集团建筑工程有限公司 | System of section steel concrete beam structure without section steel column support and bracket for construction of section steel concrete beam |
| CN104153599B (en) * | 2014-08-26 | 2016-04-20 | 中铁八局集团建筑工程有限公司 | Without steel column bearing steel and concrete girder construction system and construction rest thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee after: China Construction Science And Industry Co.,Ltd. Address before: F17, Shuisong Building, Chegongmiao, Futian District, Shenzhen, Guangdong 518040 Patentee before: China Construction Steel Structure Corp.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20221107 Address after: Room 1908, Chengtou Xin Times Building, No. 2009, Pingshan Avenue, Liulian Community, Pingshan Street, Pingshan District, Shenzhen 518000 Patentee after: China Construction Steel Engineering Co.,Ltd. Address before: 3801, 38 / F, China Construction Science and engineering building, No. 3331, Weilan Coast Community Central Road, Yuehai street, Nanshan District, Shenzhen City, Guangdong Province Patentee before: China Construction Science And Industry Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130717 |