CN201943350U - Supporting steel frame for die holder of high-altitude large span overhanging structure - Google Patents
Supporting steel frame for die holder of high-altitude large span overhanging structure Download PDFInfo
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- CN201943350U CN201943350U CN2010205666247U CN201020566624U CN201943350U CN 201943350 U CN201943350 U CN 201943350U CN 2010205666247 U CN2010205666247 U CN 2010205666247U CN 201020566624 U CN201020566624 U CN 201020566624U CN 201943350 U CN201943350 U CN 201943350U
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B10/00—Integration of renewable energy sources in buildings
- Y02B10/10—Photovoltaic [PV]
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
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Abstract
本实用新型公开了一种高空大跨度悬挑结构模架的支撑钢架,包括楼板、支撑架和悬挑梁,所述支撑架为三角形,三角形支撑架的下端安装在下楼板上的预埋铁件,三角形支撑架的上端设有悬挑梁,悬挑梁的一端穿过安装在上楼板上的锚环内,并通过木楔楔紧。本实用新型的支撑钢架结构受力合理、刚度高、悬挑端承载力强,悬挑跨度大,承载力强,架体刚度大,能有效保证大跨度悬挑结构模架的整体稳定与施工安全。钢架可在现场预先整榀拼装,且架体轻巧,安装拆除方便,省工省时。支撑钢架可以周转多次使用,具有较好的经济效益,值得推广。
The utility model discloses a supporting steel frame for a high-altitude large-span cantilevered structure formwork, which includes a floor slab, a supporting frame and a cantilever beam. The upper end of the triangular support frame is provided with a cantilever beam, and one end of the cantilever beam passes through the anchor ring installed on the upper floor and is wedged tightly by a wooden wedge. The supporting steel frame structure of the utility model has reasonable stress, high rigidity, strong bearing capacity of the cantilever end, large cantilever span, strong bearing capacity, and large frame rigidity, which can effectively ensure the overall stability and stability of the large-span cantilever structure formwork. construction safety. The steel frame can be pre-assembled on site, and the frame is lightweight, easy to install and dismantle, saving labor and time. The supporting steel frame can be used for multiple times, has good economic benefits, and is worth popularizing.
Description
技术领域technical field
本发明属于悬挑支撑钢架涉及建筑施工领域,尤其涉及一种用于高空大跨度悬挑结构模架的支撑钢架。。The invention belongs to the field of cantilevered supporting steel frames and relates to the field of building construction, in particular to a supporting steel frame used for high-altitude and large-span cantilevered structure formwork. .
背景技术Background technique
随着建筑科技的不断发展,建筑师越来越注重建筑物的外观造型,通常采用高空、大跨度、超长的悬挑结构,实现建筑物宏伟、庄重的造型效果。采用传统的工字钢梁悬挑,钢梁挑出建筑结构的跨度小,悬挑端承载力弱,无法满足承载大跨度悬挑结构模架的要求;而采用落地式脚手架支撑,需要搭设构造复杂的高大架体,费工、费料、费时,既不安全更不经济。With the continuous development of construction technology, architects are paying more and more attention to the appearance of buildings, usually using high-altitude, long-span, and super-long cantilever structures to achieve a magnificent and solemn modeling effect. The traditional I-beam cantilever is adopted, the span of the steel girder is small, and the bearing capacity of the cantilever end is weak, which cannot meet the requirements of carrying the formwork of the large-span cantilevered structure; while the floor-type scaffolding is used for support, it is necessary to erect a structure Complicated tall frames are labor-intensive, material-intensive, and time-consuming, and are neither safe nor economical.
发明内容Contents of the invention
本发明的目的在于克服上述现有技术的缺点,提供一种高空大跨度悬挑结构模架的支撑钢架,解决了传统的悬挑工字钢梁挑出跨度小、悬挑端承载力不足的缺点。The purpose of the present invention is to overcome the above-mentioned shortcomings of the prior art and provide a supporting steel frame for a high-altitude large-span cantilevered structure formwork, which solves the problem of the small span and insufficient bearing capacity of the cantilevered end of the traditional cantilevered I-beam Shortcomings.
本发明是通过以下技术方案实现的:The present invention is achieved through the following technical solutions:
一种高空大跨度悬挑结构模架的支撑钢架,包括楼板、支撑架和悬挑梁,所述支撑架为三角形,三角形支撑架的下端安装在下楼板上的预埋铁件,三角形支撑架的上端设有悬挑梁,悬挑梁的一端穿过安装在上楼板上的锚环内,并通过木楔楔紧。A supporting steel frame of a high-altitude large-span cantilevered structure formwork, including a floor slab, a support frame and a cantilever beam. The support frame is triangular, and the lower end of the triangular support frame is installed on the embedded iron piece on the lower floor. The triangular support frame There is a cantilever beam at the upper end of the cantilever beam, and one end of the cantilever beam passes through the anchor ring installed on the upper floor and is wedged tightly by a wooden wedge.
所述三角形支撑架由斜撑杆、水平腹杆及斜撑腹杆组成,所述斜撑杆为两个,它们的下端均固装在楼板上的预埋铁件部,所述水平腹杆水平安装在两个斜撑杆之间,所述斜撑腹杆安装在每两个水平腹杆之间并与水平腹杆呈锐角连接。The triangular support frame is composed of diagonal braces, horizontal webs and diagonal braces. There are two diagonal braces, and their lower ends are fixed on the embedded iron parts on the floor. It is installed horizontally between two diagonal bracing rods, and the diagonal bracing web rods are installed between every two horizontal web rods and connected with the horizontal web rods at an acute angle.
在水平腹杆上安装有短管。A short pipe is installed on the horizontal web bar.
在上楼板上设有盲孔,悬挑梁上设有与该盲孔位置相对应的通孔,通孔和盲孔内设有销钉。A blind hole is arranged on the upper floor, a through hole corresponding to the position of the blind hole is arranged on the cantilever beam, and pins are arranged in the through hole and the blind hole.
本发明的优点是:本发明的支撑钢架结构受力合理、刚度高、悬挑端承载力强,悬挑跨度大,承载力强,架体刚度大,能有效保证大跨度悬挑结构模架的整体稳定与施工安全。钢架可在现场预先整榀拼装,且架体轻巧,安装拆除方便,省工省时。支撑钢架可以周转多次使用,具有较好的经济效益,值得推广。The advantages of the present invention are: the supporting steel frame structure of the present invention has reasonable stress, high rigidity, strong bearing capacity of the cantilevered end, large cantilevered span, strong bearing capacity, large frame body rigidity, and can effectively ensure the stability of the large-span cantilevered structural formwork. The overall stability and construction safety of the frame. The steel frame can be pre-assembled on site, and the frame is lightweight, easy to install and dismantle, saving labor and time. The supporting steel frame can be used for multiple times, has good economic benefits, and is worth popularizing.
附图说明Description of drawings
图是本发明结构示意图。The figure is a structural representation of the present invention.
具体实施方式Detailed ways
实施例:如图所示的高空大跨度悬挑结构模架的支撑钢架,包括楼板、支撑架和悬挑梁,所述支撑架14为三角形,三角形支撑架14由斜撑杆8、水平腹杆9及斜撑腹杆10组成,所述斜撑杆8为两个,它们呈一定夹角且下端均固装在下楼板13上的预埋铁件12部,所述水平腹杆9水平安装在两个斜撑杆8之间,所述斜撑腹杆10安装在每两个水平腹杆9之间并与水平腹杆9呈锐角连接。在水平腹杆9上安装有短管11。三角形支撑架的上端设有悬挑梁4,悬挑梁4的一端穿过安装在上楼板1上的锚环2内,并通过木楔3楔紧。在上楼板1上设有盲孔5,悬挑梁4上设有与该盲孔5位置相对应的通孔6,通孔6和盲孔5内设有抗滑移钢筋销钉7。Embodiment: The supporting steel frame of the high-altitude large-span cantilevered structure formwork as shown in the figure includes a floor slab, a support frame and a cantilever beam. The support frame 14 is triangular, and the triangular support frame 14 is composed of diagonal braces 8, horizontal The web bar 9 and the diagonal bracing web bar 10 are composed of two diagonal bracing bars 8. They form a certain angle and their lower ends are fixed on the embedded iron parts 12 on the lower floor 13. The horizontal web bar 9 is horizontal Installed between two diagonal braces 8, the diagonal brace webs 10 are installed between every two horizontal webs 9 and connected with the horizontal webs 9 at an acute angle. A short pipe 11 is installed on the horizontal web bar 9 . The upper end of the triangular support frame is provided with a cantilever beam 4, and one end of the cantilever beam 4 passes through the anchor ring 2 installed on the upper floor 1, and is wedged tightly by a wooden wedge 3. A blind hole 5 is provided on the upper floor 1 , and a through hole 6 corresponding to the position of the blind hole 5 is provided on the cantilever beam 4 , and anti-slip reinforcement pins 7 are provided in the through hole 6 and the blind hole 5 .
施工时上述高空大跨度悬挑结构模架的支撑架14可在施工现场放样制作拼装,其所有杆件节点均采用焊接,再与悬挑梁4焊接构成整榀三角形支撑钢架。三角形支撑钢架采用塔吊吊装就位,悬挑梁4穿过预埋锚环2,架体位置调整好后,用木楔3揳紧,三角形支撑架14底端与预埋铁件12焊接固定。插放抗滑移钢筋销钉7,锁住水平悬挑梁。在水平腹杆9上各焊接一根短钢管11,固定纵向连接通长钢管。During construction, the bracing frame 14 of the above-mentioned high-altitude large-span cantilevered structure formwork can be lofted and assembled at the construction site, and all the bar nodes are welded, and then welded with the cantilever beam 4 to form a whole triangular support steel frame. The triangular support steel frame is hoisted into place by tower crane, the cantilever beam 4 passes through the embedded anchor ring 2, after the position of the frame body is adjusted, it is tightened with a wooden wedge 3, and the bottom end of the triangular support frame 14 is welded and fixed to the embedded iron piece 12 . Insert the anti-slip reinforcement pin 7 to lock the horizontal cantilever beam. A short steel pipe 11 is respectively welded on the horizontal web bar 9, and the fixed longitudinal connection is connected to the long steel pipe.
各榀三角形支撑钢架安装就位后,用纵向通长钢管将各榀支撑钢架连接成整体。在支撑钢架上满铺木跳板,搭设悬挑结构的模板支架,模架的立杆搭设在钢架的正上方。After each triangular supporting steel frame is installed in place, each supporting steel frame is connected into a whole with a longitudinal through-length steel pipe. The supporting steel frame is covered with wooden springboards, and the formwork support of the cantilever structure is set up, and the vertical pole of the formwork is set up directly above the steel frame.
当层高大于4.5m时,增加一道水平腹杆9和一道斜撑腹杆10。When the floor height is greater than 4.5m, add a horizontal web bar 9 and a diagonal bracing web bar 10.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205666247U CN201943350U (en) | 2010-10-19 | 2010-10-19 | Supporting steel frame for die holder of high-altitude large span overhanging structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205666247U CN201943350U (en) | 2010-10-19 | 2010-10-19 | Supporting steel frame for die holder of high-altitude large span overhanging structure |
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| Publication Number | Publication Date |
|---|---|
| CN201943350U true CN201943350U (en) | 2011-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010205666247U Expired - Fee Related CN201943350U (en) | 2010-10-19 | 2010-10-19 | Supporting steel frame for die holder of high-altitude large span overhanging structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102454292A (en) * | 2010-10-19 | 2012-05-16 | 中国建筑第七工程局有限公司 | Supporting steel frame of high altitude large-span cantilever structure mold frame |
| CN102587649A (en) * | 2012-03-23 | 2012-07-18 | 中国化学工程第三建设有限公司 | Template profiled bar supporting system of high and large cantilever structure |
| CN102650161A (en) * | 2012-05-04 | 2012-08-29 | 中天建设集团有限公司 | Cantilever beam supporting structure |
-
2010
- 2010-10-19 CN CN2010205666247U patent/CN201943350U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102454292A (en) * | 2010-10-19 | 2012-05-16 | 中国建筑第七工程局有限公司 | Supporting steel frame of high altitude large-span cantilever structure mold frame |
| CN102587649A (en) * | 2012-03-23 | 2012-07-18 | 中国化学工程第三建设有限公司 | Template profiled bar supporting system of high and large cantilever structure |
| CN102587649B (en) * | 2012-03-23 | 2015-04-01 | 中国化学工程第三建设有限公司 | Template profiled bar supporting system of high and large cantilever structure |
| CN102650161A (en) * | 2012-05-04 | 2012-08-29 | 中天建设集团有限公司 | Cantilever beam supporting structure |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110824 Termination date: 20131019 |
