CN203559570U - Operating platform for steel pipe support frame overhung on surrounding columns - Google Patents
Operating platform for steel pipe support frame overhung on surrounding columns Download PDFInfo
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- CN203559570U CN203559570U CN201320708184.8U CN201320708184U CN203559570U CN 203559570 U CN203559570 U CN 203559570U CN 201320708184 U CN201320708184 U CN 201320708184U CN 203559570 U CN203559570 U CN 203559570U
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- support frame
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 27
- 239000010959 steel Substances 0.000 title claims abstract description 27
- 238000010276 construction Methods 0.000 claims abstract description 16
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 9
- 238000005516 engineering process Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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Abstract
The utility model discloses an operating platform for a steel pipe support frame overhung on surrounding columns, and belongs to the field of steel structure construction facilities. The operating platform comprises bottom surrounding rods, a vertical support frame, diagonal web members, an upper framework and steel wire ropes, wherein four bottom surrounding rods are provided; end parts of every two bottom surrounding rods are connected into a framework structure surrounding a concrete column; the vertical support frame is arranged on the bottom surrounding rods, and extending rods which extend outwards are arranged on one side of the top end of the vertical support frame; the diagonal web members are connected between the bottom surrounding rods and the extending rods of the vertical support frame; the upper framework is arranged on the extending rods of the vertical support frame; two ends of each steel wire rope are connected onto two opposite bottom surrounding rods on two sides of the concrete column; and an above concrete cross beam located above is wound with middle parts of the steel wire ropes. The support frame is simple to process and manufacture, large in rigidity, high in bearing capacity and low in manufacturing cost, and the support frame can be detached and used in the period of a project.
Description
Technical field
The utility model relates to the braced structures in Construction of Steel Structure, particularly relates to a kind of for encircling the post steel tube frame operating platform of encorbelmenting.
Background technology
During the installation exercise of high-altitude, operating platform need to be upwards set up from bottom in operation routinely in the past, and general bottom is load-carrying members, and for higher and unsettled position construction, it is large that operating platform is set up difficulty, and expend a large amount of human and material resources.Construction technology is numerous and diverse and can be subject to the constraint of construction plant.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of for encircling the post steel tube frame operating platform of encorbelmenting, can conveniently set up on high-level concrete column, thereby the operating platform that solves existing high-altitude installation exercise should not be set up in high-altitude, set up from ground the problem of effort while flying.
For solving the problems of the technologies described above, it is a kind of for encircling the post steel tube frame operating platform of encorbelmenting that the utility model provides, and comprising:
Bottom part ring pole, vertical bracing frame, diagonal web member, upper frame and wire rope; Wherein,
Described bottom part ring pole is four, and the end that every two root bottom parts are encircled bar is connected to form the frame construction that surrounds concrete column;
In the frame construction that the described bottom part ring pole that described vertical bracing frame arranges forms, its top one side is provided with outward extending extension bar;
Described diagonal web member is connected between the extension bar of described bottom part ring pole and described vertical bracing frame;
On the extension bar of described vertical bracing frame, described upper frame is set;
Described wire rope, two ends are connected to two relative root bottom parts of described concrete column both sides and encircle on bar, and wire rope middle part is in being wrapped on the concrete beam of top.
The utility model beneficial effect is: by bottom part ring pole, encircle concrete column and set up cantilevered structure platform, replace the structure that is started to set up superelevation platform by ground.Encircle pillar concrete beam handling frame and adopt common scaffolding steel pipe to be made, this handling frame has greatly reduced material resources, financial resources, the duration while setting up superelevation operating platform, expended.This bracing frame processing and fabricating is simple, and rigidity is large, and supporting capacity is strong, and cost of manufacture is low, and detachably between project, turnover is used.Solved and cannot set up an operating platform difficult problem because of constraint based on sites, and saved a large amount of cost of materials and labour cost.
Accompanying drawing explanation
In order to be illustrated more clearly in the technical scheme of the utility model embodiment, below the accompanying drawing of required use during embodiment is described is briefly described, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skill in the art, do not paying under the prerequisite of creative work, can also obtain other accompanying drawings according to these accompanying drawings.
The operating platform schematic diagram that Fig. 1 provides for the utility model embodiment.
The specific embodiment
Below the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, rather than whole embodiment.Based on embodiment of the present utility model, those of ordinary skills, not making the every other embodiment obtaining under creative work prerequisite, belong to protection domain of the present utility model.
It is a kind of for encircling the post steel tube frame operating platform of encorbelmenting that the utility model embodiment provides, this operating platform is a kind of Simple profile steel platform, can be as bracing frame operating platform in hanging operation construction, as shown in Figure 1, comprising: bottom part ring pole 1, vertical bracing frame 2, diagonal web member 3, upper frame 4 and wire rope 5;
Wherein, bottom part ring pole 1 is four, and the end that every two root bottom parts are encircled bar is connected to form the frame construction that surrounds concrete column 10;
In the frame construction that the bottom part ring pole that vertical bracing frame 2 arranges forms, vertical bracing frame 2 top one sides are provided with outward extending extension bar 21;
Described upper frame 4 is set on the extension bar 21 of vertical bracing frame 2;
Wire rope 5, two ends are connected to two relative root bottom parts of described concrete column 10 both sides and encircle on bar 1, and wire rope 5 middle parts are in being wrapped on the concrete beam 20 of top.Described wire rope is two, is connected to described bottom part ring pole two ends, to play balance crane, holds the frame construction that described bottom part ring pole 1 forms.
In aforesaid operations platform, vertical bracing frame 2 is three-dimensional quadra structure, can be connected by scaffolding steel pipe material (as anchor ear connection) and form, and also can be formed by connecting with other steel pipes or angle steel material.
In aforesaid operations platform, upper frame 4 is three-dimensional quadra, also can be connected by scaffolding steel pipe material (as anchor ear connection or welding) and form, and also can be formed by connecting with other steel pipes or angle steel material.
Below in conjunction with the drawings and specific embodiments, operating platform of the present utility model is described in further detail.
The manufacturing process of this operating platform is as follows:
(1) utilize four fastener scaffold steel pipes to encircle concrete column fastening, to encorbelmenting, end extends with concrete column bottom, at the end of encorbelmenting, draw and establish 4 diagonal web members and framework lower crosspiece is connected and fixed, at concrete column both sides handling frame framework, draw respectively and establish twice wire rope and the winding of top concrete beam firmly;
(2), in handling frame use procedure, can regulate according to demand the segment length of encorbelmenting;
(3) lifting idiographic flow is: scaffolding steel pipe encircle pillar fix → regulate concrete beam reach required cantilever span → rotation, translation locate → install diagonal web member carry out frame strengthening → draw establish wire rope carry out entirety firmly → construction operation → next one circulates;
(4) after finishing using, remove support body, forward other hanging operation position week to.
This operating platform is encircled concrete column by bottom part ring pole and is set up cantilevered structure platform, replaces the unsettled operation of the needs such as firm cable tension to set up operating platform structure.Encircle pillar concrete beam handling frame and adopt common scaffolding steel pipe to be made, material resources, financial resources, duration that this handling frame has expended while having greatly reduced firm cable tension construction.This bracing frame processing and fabricating is simple, and rigidity is large, and supporting capacity is strong, and cost of manufacture is low, and detachably between project, turnover is used.Simplified the erection method of the operating platform of encorbelmenting greatly; For unsettled higher, the larger construction operation of encorbelmenting provides the operating platform of safety and stability, has solved and cannot set up an operating platform difficult problem because of constraint based on sites, and saved a large amount of cost of materials and labour cost.
The above; it is only the preferably specific embodiment of the utility model; but protection domain of the present utility model is not limited to this; any be familiar with those skilled in the art the utility model disclose technical scope in; the variation that can expect easily or replacement, within all should being encompassed in 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 (4)
1. for encircling the post steel tube frame operating platform of encorbelmenting, it is characterized in that, comprising:
Bottom part ring pole, vertical bracing frame, diagonal web member, upper frame and wire rope; Wherein,
Described bottom part ring pole is four, and the end that every two root bottom parts are encircled bar is connected to form the frame construction that surrounds concrete column;
In the frame construction that the described bottom part ring pole that described vertical bracing frame arranges forms, its top one side is provided with outward extending extension bar;
Described diagonal web member is connected between the extension bar of described bottom part ring pole and described vertical bracing frame;
On the extension bar of described vertical bracing frame, described upper frame is set;
Described wire rope, two ends are connected to two relative root bottom parts of described concrete column both sides and encircle on bar, and wire rope middle part is in being wrapped on the concrete beam of top.
2. according to claim 1ly for encircling the post steel tube frame operating platform of encorbelmenting, it is characterized in that, described is the three-dimensional quadra structure of vertical bracing frame.
3. according to claim 1 and 2ly for encircling the post steel tube frame operating platform of encorbelmenting, it is characterized in that, described upper frame is three-dimensional quadra.
4. according to claim 1 and 2ly for encircling the post steel tube frame operating platform of encorbelmenting, it is characterized in that, described wire rope is two, is connected to described bottom part ring pole two ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320708184.8U CN203559570U (en) | 2013-11-11 | 2013-11-11 | Operating platform for steel pipe support frame overhung on surrounding columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320708184.8U CN203559570U (en) | 2013-11-11 | 2013-11-11 | Operating platform for steel pipe support frame overhung on surrounding columns |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203559570U true CN203559570U (en) | 2014-04-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320708184.8U Expired - Lifetime CN203559570U (en) | 2013-11-11 | 2013-11-11 | Operating platform for steel pipe support frame overhung on surrounding columns |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203559570U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107246142A (en) * | 2017-07-18 | 2017-10-13 | 广东水电二局股份有限公司 | A kind of anchor ear device for pile tube operating platform |
| CN107795185A (en) * | 2016-08-29 | 2018-03-13 | 中国二十冶集团有限公司 | Chimney reinforces pylon high-altitude installation node security construction method |
| CN108532960A (en) * | 2018-03-13 | 2018-09-14 | 中国二十冶集团有限公司 | Steel construction and concrete main body structure cross-operation construction method |
-
2013
- 2013-11-11 CN CN201320708184.8U patent/CN203559570U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107795185A (en) * | 2016-08-29 | 2018-03-13 | 中国二十冶集团有限公司 | Chimney reinforces pylon high-altitude installation node security construction method |
| CN107246142A (en) * | 2017-07-18 | 2017-10-13 | 广东水电二局股份有限公司 | A kind of anchor ear device for pile tube operating platform |
| CN108532960A (en) * | 2018-03-13 | 2018-09-14 | 中国二十冶集团有限公司 | Steel construction and concrete main body structure cross-operation construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: ZHONGJIAN STEEL STRUCTURE TIANJIN CO., LTD. Free format text: FORMER OWNER: BEIJING BRANCH OF CHINA CONSTRUCTION STEEL STRUCTURE CORP., LTD. Effective date: 20150818 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20150818 Address after: 300000, Tianjin Xiqing District Xiqing high-end metal products industrial zone, five branch 18 Patentee after: CHINA CONSTRUCTION STEEL STRUCTURE TIANJIN Co.,Ltd. Address before: 100089, A, block 609, international finance center, No. 87, West Third Ring Road, Beijing, Haidian District Patentee before: BEIJING BRANCH, CHINA CONSTRUCTION STEEL STRUCTURE Corp.,Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20140423 |
|
| CX01 | Expiry of patent term |