CN218881711U - Do not need to return top conversion bearing structure - Google Patents
Do not need to return top conversion bearing structure Download PDFInfo
- Publication number
- CN218881711U CN218881711U CN202320230562.XU CN202320230562U CN218881711U CN 218881711 U CN218881711 U CN 218881711U CN 202320230562 U CN202320230562 U CN 202320230562U CN 218881711 U CN218881711 U CN 218881711U
- Authority
- CN
- China
- Prior art keywords
- support
- conversion
- section
- main
- frame
- Prior art date
- 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 - Fee Related
Links
- 238000006243 chemical reaction Methods 0.000 title claims abstract description 97
- 229910000831 Steel Inorganic materials 0.000 claims description 19
- 239000010959 steel Substances 0.000 claims description 19
- 238000009434 installation Methods 0.000 abstract description 4
- 239000011229 interlayer Substances 0.000 abstract 1
- 239000010410 layer Substances 0.000 abstract 1
- 230000007704 transition Effects 0.000 description 16
- 238000010276 construction Methods 0.000 description 15
- 238000010586 diagram Methods 0.000 description 5
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009194 climbing Effects 0.000 description 1
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
技术领域technical field
本实用新型属于建筑支撑技术领域,特别涉及一种免回顶转换支撑结构。The utility model belongs to the technical field of building support, and in particular relates to a support structure without back-to-top conversion.
背景技术Background technique
在常规施工过程中,梁上起柱时,考虑到混凝土梁或钢梁在承力后产生下挠,影响施工品质。通常在梁下一层到两层位置做支撑回顶,以满足施工要求。支撑回顶在钢-混凝土结构中常用于梁上起柱施工,梁上起柱施工时钢柱重量较大,承重梁或者楼承板下挠较大。所以施工时在梁下做支撑,在支撑下层做回顶,通常脚手架承力能力较差,不能作为回顶用途。在施工时需要先拆除脚手架后在梁下做回顶措施,安装回顶措施后,用液压设备起拱。常规施工方式施工过程繁琐,操作复杂。由此,需要设计一种少回顶或免回顶的支撑结构,从而减少施工量与资金投入。提高施工效率,降低施工成本。In the conventional construction process, when the beam is erected, it is considered that the concrete beam or steel beam will deflect after bearing the load, which will affect the construction quality. Usually, support back to the top is made at the position of one to two floors under the beam to meet the construction requirements. Supported backing is often used in the construction of columns on beams in steel-concrete structures. During the construction of columns on beams, the weight of steel columns is relatively large, and the downward deflection of load-bearing beams or floor decks is relatively large. Therefore, during construction, the support is used under the beam, and the roof is made on the lower layer of the support. Usually, the scaffolding has poor load-bearing capacity and cannot be used for roofing. During the construction, it is necessary to remove the scaffolding first and then take back-up measures under the beam. After installing the back-up measures, use hydraulic equipment to arch. The construction process of the conventional construction method is cumbersome and the operation is complicated. Therefore, it is necessary to design a supporting structure with little or no back-up, so as to reduce the construction amount and capital investment. Improve construction efficiency and reduce construction costs.
实用新型内容Utility model content
本实用新型提供了一种免回顶转换支撑结构,用以解决梁体下方免回顶、免回顶结构设计以及连接等技术问题。The utility model provides a back-up-free conversion support structure, which is used to solve technical problems such as back-up free, back-up free structure design and connection under the beam body.
为实现上述目的,本实用新型采用如下技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:
一种免回顶转换支撑结构,包含连接于基础结构上的支撑底座、连接于支撑底座上的一组标准节以及连接于标准节顶部的转换节;A back-to-top conversion support structure, comprising a support base connected to the base structure, a set of standard sections connected to the support base, and a conversion section connected to the top of the standard sections;
所述转换节包含两平行的转换节主支撑柱、两平行的换节次支撑柱、连接于每个转换节主支撑柱和转换节次支撑柱底端以及转换节主支撑柱顶端的的转换节连接卡销、连接于转换节主支撑柱和换节次支撑柱合围矩形框内部的踏板、连接于转换节主支撑柱顶部的承重架、连接于承重架与转换节主支撑柱之间的转换节斜撑、以及连接于承重架顶部的刀板。The conversion section includes two parallel main support columns of the conversion section, two parallel sub-support columns of the conversion section, a conversion section connected to the main support column of each conversion section, the bottom end of the sub-support column of the conversion section, and the top end of the main support column of the conversion section. joint connection bayonet, the pedal connected to the inside of the rectangular frame enclosed by the main support column of the transition section and the sub-support column of the transition section, the load-bearing frame connected to the top of the main support column of the transition section, and the bracket connected between the load-bearing frame and the main support column of the transition section The diagonal brace of the conversion section and the knife plate connected to the top of the load-bearing frame.
进一步的,支撑底座包含支撑底座次支架、支撑底座主支架、连接于支撑底座次支架和支撑底座主支架外伸端的支撑底座埋件、连接于支撑底座次支架和支撑底座主支架交接处的连接卡销以及设置于连接卡销顶部的卡销螺母。Further, the supporting base includes a supporting base sub-bracket, a supporting base main bracket, a supporting base embedded part connected to the supporting base sub-bracket and the extended end of the supporting base main bracket, and a connecting part connected to the junction of the supporting base sub-bracket and the supporting base main bracket The bayonet and the bayonet nut arranged on the top of the connecting bayonet.
进一步的,支撑底座次支架和支撑底座主支架呈井字形布置,且均采用工字形钢件或口字形钢件制作而成。Further, the sub-support of the support base and the main support of the support base are arranged in a well shape, and are all made of I-shaped steel parts or square-shaped steel parts.
进一步的,支撑底座埋件包含埋件顶板和埋件锚杆,所述埋件顶板连接于支撑底座次支架和支撑底座主支架底部,所述埋件锚杆与基础结构连接,所述基础结构为楼板、底板或梁体。Further, the embedded part of the support base includes the top plate of the embedded part and the anchor rod of the embedded part. The top plate of the embedded part is connected to the sub-support of the support base and the bottom of the main support of the support base. It is a floor, bottom slab or beam body.
进一步的,标准节包含标准节主架和连接于标准节主架上的标准节连接卡销。Further, the standard section includes a standard section main frame and a standard section connecting bayonet connected to the standard section main frame.
进一步的,标准节为矩形框状包含有四个立柱和连接于立柱之间的横梁与斜撑,所述立柱为方形钢管制作而成,每个立柱的朝外两侧均设置有标准节连接卡销,所述标准节连接卡销包含连接于立柱上的卡筒以及卡筒内的T形销杆。Further, the standard section is in the shape of a rectangular frame and includes four uprights and crossbeams and diagonal braces connected between the uprights. The uprights are made of square steel pipes, and each side of the uprights is provided with standard section connections Bayonet, the standard joint connection bayonet includes a cartridge connected to the column and a T-shaped pin rod inside the cartridge.
进一步的,底部的转换节连接卡销对应标准节上标准节连接卡销设置,顶部的转换节连接卡销对应承重架设置;所述转换节连接卡销包含卡筒以及卡筒内的T形销杆。Further, the connection bayonet pin of the conversion section at the bottom is set corresponding to the connection bayonet pin of the standard section on the standard section, and the connection bayonet pin of the conversion section at the top is set corresponding to the load-bearing frame; the connection bayonet pin of the conversion section includes the card cartridge and the T-shaped pin rod.
进一步的,转换节次横向支撑架连接于转换节次横向支撑架顶部与转换节主横向支撑架之间,所述转换节次横向支撑架竖向上间隔与转换节主横向支撑架之间连接转换节次横向支撑架;所述转换节主横向支撑架强度和尺寸大于连接转换节次横向支撑架的强度和尺寸。Further, the sub-transverse support frame of the conversion node is connected between the top of the sub-transverse support frame of the conversion node and the main lateral support frame of the conversion node, and the sub-transverse support frame of the conversion node is vertically spaced from the main lateral support frame of the conversion node. Sectional transverse support frame; the strength and size of the main transverse support frame of the conversion section are greater than the strength and size of the secondary transverse support frame connecting the conversion section.
进一步的,承重架连接于转换节主支撑柱顶部,承重架为工字形件;承重架顶部中线位置设置有刀板;所述刀板为线型板状,刀板适应与上部待支撑结构可拆卸连接。Further, the load-bearing frame is connected to the top of the main support column of the transition section, and the load-bearing frame is an I-shaped part; a knife plate is arranged at the center line of the top of the load-bearing frame; Disconnect the connection.
本实用新型的有益效果体现在:The beneficial effects of the utility model are reflected in:
1)本实用新型通过支撑底座的设置,利于保证支撑结构底部与基础的可靠连接,并为上部的标准节提供安装基础;1) Through the setting of the supporting base, the utility model is beneficial to ensure the reliable connection between the bottom of the supporting structure and the foundation, and provides the installation foundation for the upper standard section;
2)本实用新型通过标准节的设置,利于适应建筑内部层间高度,保证支撑高度的可选择性;通过转换节的设置,利于增大梁支撑的接触面积,将力传导至梁、柱、楼承板上;从而减少支撑下层需要做的回顶措施;2) Through the setting of standard joints, the utility model is conducive to adapting to the height of the interior of the building and ensuring the selectivity of the support height; through the setting of conversion joints, it is beneficial to increase the contact area of the beam support and transmit the force to the beams, columns, and floors. Supporting plate; thereby reducing the need to do back-up measures to support the lower floor;
3)本实用新型通过承重架和刀板的设置,承重架通过连接卡销与转换节主支撑柱、转换节次支撑柱进行连接;刀板进行最后调节与支撑。3) The utility model adopts the setting of the load-bearing frame and the knife plate, and the load-bearing frame is connected with the main support column of the conversion section and the secondary support column of the conversion section through the connection bayonet; the knife plate is finally adjusted and supported.
本实用新型的其它特征和优点将在随后的说明书中阐述,并且部分地从说明书中变得显而易见,或者通过实施本实用新型而了解;本实用新型的主要目的和其它优点可通过在说明书中所特别指出的方案来实现和获得。Other features and advantages of the present utility model will be set forth in the following description, and partly become obvious from the description, or can be understood by implementing the present utility model; the main purpose and other advantages of the present utility model can be obtained through the Specially indicated programs to achieve and obtain.
附图说明Description of drawings
图1是免回顶转换支撑结构立体结构示意图;Fig. 1 is a three-dimensional structural schematic diagram of a back-to-back conversion support structure;
图2是支撑底座结构示意图;Fig. 2 is a schematic diagram of the structure of the support base;
图3是支撑底座埋件结构示意图;Figure 3 is a schematic diagram of the structure of the embedded parts of the supporting base;
图4是标准节结构示意图;Figure 4 is a schematic diagram of the standard section structure;
图5是转换节结构示意图。Fig. 5 is a schematic diagram of the structure of the conversion section.
附图标记:1-支撑底座、11-支撑底座埋件、111-埋件顶板、112-埋件锚杆、12-支撑底座次支架、13-支撑底座主支架、14-连接卡销、15-卡销螺母、2-标准节、21-标准节主架、22-标准节连接卡销、3-转换节、31-转换节连接卡销、32-转换节次横向支撑架、33-爬梯、34-转换节主支撑柱、35-转换节次支撑柱、36-踏板、37-转换节主横向支撑架、38-转换节斜撑、39-承重架、310-刀板、4-基础结构。Reference signs: 1-support base, 11-embedded part of support base, 111-embedded top plate, 112-embedded anchor rod, 12-sub-support of support base, 13-main support of support base, 14-connection bayonet, 15 - Bayonet nut, 2-standard section, 21-main frame of standard section, 22-connection bayonet of standard section, 3-transition section, 31-connection bayonet of conversion section, 32-secondary lateral support frame of conversion section, 33-ladder , 34-main support column of conversion section, 35-secondary support column of conversion section, 36-pedal, 37-main horizontal support frame of conversion section, 38-slant brace of conversion section, 39-bearing frame, 310-knife board, 4-foundation structure.
具体实施方式Detailed ways
以某梁体下支撑为例,如图1至图5所示,一种免回顶转换支撑结构,包含连接于基础结构4上的支撑底座1、连接于支撑底座1上的一组标准节2以及连接于标准节2顶部的转换节3。Taking the lower support of a certain beam body as an example, as shown in Figures 1 to 5, a support structure without back-to-top conversion includes a support base 1 connected to the
本实施例中,支撑底座1包含支撑底座次支架12、支撑底座主支架13、连接于支撑底座次支架12和支撑底座主支架13外伸端的支撑底座埋件11、连接于支撑底座次支架12和支撑底座主支架13交接处的连接卡销14以及设置于连接卡销14顶部的卡销螺母15。支撑底座次支架12和支撑底座主支架13呈井字形布置,且均采用工字形钢件或口字形钢件制作而成。In this embodiment, the support base 1 includes a
其中,支撑底座埋件11包含埋件顶板111和埋件锚杆112,所述埋件顶板111连接于支撑底座次支架12和支撑底座主支架13底部,所述埋件锚杆112与基础结构4连接,所述基础结构4为楼板、底板或梁体。Wherein, the support base embedded part 11 comprises the embedded
本实施例中,标准节2包含标准节主架21和连接于标准节主架21上的标准节连接卡销22。标准节2为矩形框状包含有四个立柱和连接于立柱之间的横梁与斜撑,所述立柱为方形钢管制作而成,每个立柱的朝外两侧均设置有标准节连接卡销22,所述标准节连接卡销22包含连接于立柱上的卡筒以及卡筒内的T形销杆。In this embodiment, the
本实施例中,转换节3包含两平行的转换节主支撑柱34、两平行的换节次支撑柱、连接于每个转换节主支撑柱34和转换节次支撑柱35底端以及转换节主支撑柱34顶端的的转换节连接卡销31、连接于转换节主支撑柱34和换节次支撑柱合围矩形框内部的踏板36、连接于转换节主支撑柱34顶部的承重架39、连接于承重架39与转换节主支撑柱34之间的转换节斜撑38、以及连接于承重架39顶部的刀板310。In this embodiment, the
本实施例中,底部的转换节连接卡销31对应标准节2上标准节连接卡销22设置,顶部的转换节连接卡销31对应承重架39设置;所述转换节连接卡销31包含卡筒以及卡筒内的T形销杆。转换节次横向支撑架32连接于转换节次横向支撑架32顶部与转换节主横向支撑架37之间,所述转换节次横向支撑架32竖向上间隔与转换节主横向支撑架37之间连接转换节次横向支撑架32;所述转换节主横向支撑架37强度和尺寸大于连接转换节次横向支撑架32的强度和尺寸。承重架39连接于转换节主支撑柱34顶部,承重架39为工字形件;承重架39顶部中线位置设置有刀板310;所述刀板310为线型板状,刀板310适应与上部待支撑结构可拆卸连接。In this embodiment, the conversion joint
施工安装时,在钢梁、混凝土梁、或楼承板位置安置支撑底座埋件11;支撑底座埋件11在混凝土梁施工时安置与混凝土梁内。将支撑底座主支架13、支撑底座次支架12与支撑底座埋件11进行焊接,保证支撑结构稳定。During construction and installation, the support base embedded parts 11 are placed at the steel beam, concrete beam, or floor deck; the support base embedded parts 11 are placed in the concrete beam during construction of the concrete beam. Weld the
其次,撑底座埋件是结构稳定基础,埋件共有8个,埋件分为两个部分,埋件顶板111与埋件锚杆112。埋件顶板111负责与支撑底座1进行焊接,埋件锚杆112埋入混凝土梁内增加结构稳定性。埋件锚杆112与埋件顶板111通过焊接连接。Secondly, the embedded parts of the supporting base are the stable foundation of the structure. There are 8 embedded parts in total, and the embedded parts are divided into two parts, the embedded
本实施例中,支撑底座次支架12与支撑底座主支架13起传导力的主要结构,支撑底座主支架13由两根通常H型钢组成,支撑底座次支架12由三段H型钢焊接于支撑底座主支架13上。连接卡销14与卡销螺母15是用来连接支撑底座1与标准节2的安装用结构。标准节2卡槽插入连接卡销14后,拧紧卡销螺母15。支撑底座1上预留了与标准节2进行连接的连接卡销14,保证后续拼装精度。In this embodiment, the supporting
本实施例中,调节支撑底座1,支撑底座1搭在尽可能多的梁上,或接近柱的位置。支撑底座1与埋件进行焊接。在支撑底座1卡销位置安装标准节2。标准节主架21高2.5米,根据施工高度不同选用适当节数的标准节2。标准节2之间用连接卡销14进行连接。在标准节2上安装转换节3。通过转换节3上的卡槽位置安装承重架39。In this embodiment, the support base 1 is adjusted so that the support base 1 rests on as many beams as possible, or positions close to columns. The supporting base 1 is welded with the embedded parts. Install the
本实施例中,转换节连接卡销31,转换节连接卡销31共有8个,负责与标准节2进行连接。转换节次横向支撑架32,转换节次横向支撑架32由方形钢管组成,根据转换节3的高度增加层数,每层转换节次横向支撑架32共有4根钢管组成,增加了结构稳定性。In this embodiment, there are 8 connection bayonet pins 31 for the connection of the transformation section, and there are 8 connection bayonet pins 31 for the connection section of the transformation section, which are responsible for connecting with the
本实施例中,承重架39通过连接卡销14与转换节主支撑柱34、转换节次支撑柱35进行连接。刀板310是最后调节与支撑作用,刀板310与支撑架进行焊接连接。爬梯33由方形钢管与圆钢焊接拼装成型,为安装承重架39或调节刀板310上去操作的工人提供稳定攀爬通道。踏板36为方便工人在转换节3上操作。In this embodiment, the load-
本实施例中,转换节主支撑柱34、转换节次支撑柱35,转换节主支撑柱34与转换节次支撑柱35是转换节3主要承重结构,根据所需转换节3的不同,通过改变转换节主支撑柱34与转换节次支撑柱35的高度改变对转换节3的需求,在增加转换节主支撑柱34与转换节次支撑柱35的高度同时增加转换节次横向支撑架32的层数,提高整体稳定性。In this embodiment, the
本实施例中,转换节主横向支撑架37,转换节主横向支撑架37功能与作用与转换节次横向支撑架32相同,由与转换节主横向支撑架37离受力点较近,所以选用强度更高的H型钢。转换节斜撑38,转换节斜撑38增加了转换节3的承重能力,减少了承重架39的变形。In this embodiment, the main
以上所述仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内所想到的变化或替换,都应涵盖在本实用新型的保护范围之内。The above is only a preferred embodiment of the utility model, but the scope of protection of the utility model is not limited thereto, and any changes or changes conceived by those skilled in the art within the technical scope disclosed in the utility model Replacement should be covered within the protection scope of the present utility model.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320230562.XU CN218881711U (en) | 2023-02-16 | 2023-02-16 | Do not need to return top conversion bearing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320230562.XU CN218881711U (en) | 2023-02-16 | 2023-02-16 | Do not need to return top conversion bearing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218881711U true CN218881711U (en) | 2023-04-18 |
Family
ID=85938293
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320230562.XU Expired - Fee Related CN218881711U (en) | 2023-02-16 | 2023-02-16 | Do not need to return top conversion bearing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218881711U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116815919A (en) * | 2023-07-03 | 2023-09-29 | 中建六局华北建设有限公司 | Stress conversion node structure of steel structure supporting system |
-
2023
- 2023-02-16 CN CN202320230562.XU patent/CN218881711U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116815919A (en) * | 2023-07-03 | 2023-09-29 | 中建六局华北建设有限公司 | Stress conversion node structure of steel structure supporting system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109914244B (en) | Weak bracket system suitable for high-tower reinforced concrete combined beam steel structure installation and bottom and top plate concrete pouring and operation method thereof | |
| CN111719892A (en) | Jack unloading support device and method of using the same | |
| CN115306152B (en) | Large-inclination-angle inclined wall folding and separating jacking type steel platform construction device and method | |
| CN108222480B (en) | A high-altitude cantilevered main truss type steel formwork construction platform | |
| CN218881711U (en) | Do not need to return top conversion bearing structure | |
| CN112267569B (en) | Connection node between top of steel column and corrugated steel plate concrete composite slab and construction method | |
| CN104961058B (en) | A kind of double Z shaped support steel beam and crane supporting member and preparation method containing it | |
| CN204780601U (en) | Bed -jig is assembled to reinforcing bar festival section | |
| CN202831628U (en) | Combined type bailey frame load-bearing shelving for pouring large span concrete beam | |
| CN114658031B (en) | Basement roof returning supporting structure of overweight steel structure truss and construction method | |
| CN220377879U (en) | Construction operation platform for pipe truss high-altitude sectional assembly sliding | |
| CN112049415A (en) | Construction method of cornice formwork | |
| CN215907139U (en) | Novel assembled PC truss building carrier plate | |
| CN216429078U (en) | Jacking and discharging device for temporary steel support supporting system | |
| CN111321880B (en) | A high-altitude large cantilever cast-in-place structure spanning space combined load-bearing steel platform | |
| CN215331674U (en) | Interim bearing structure of steel bar truss building carrier plate | |
| CN219509288U (en) | Non-shelving type prefabricated laminated beam and laminated slab mounting support frame | |
| CN219730220U (en) | Regularized adjustable construction elevator back-jacking device | |
| CN112144866A (en) | A kind of support structure of steel truss floor deck | |
| CN219826285U (en) | Supporting system for building jacket storey-adding transformation | |
| CN221167449U (en) | Movable lower hanging operation platform structure for operation of bottom surface of bridge superposed beam | |
| CN207092501U (en) | a high-altitude support | |
| CN220747273U (en) | Lattice column supports quick splicing device | |
| CN206844680U (en) | Steel gallery ground assembly load transfer device | |
| CN220565695U (en) | A steel platform template bearing structure for large-span structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20230418 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |