CN202125061U - Scaffold of large-space concrete structure - Google Patents
Scaffold of large-space concrete structure Download PDFInfo
- Publication number
- CN202125061U CN202125061U CN2011202025467U CN201120202546U CN202125061U CN 202125061 U CN202125061 U CN 202125061U CN 2011202025467 U CN2011202025467 U CN 2011202025467U CN 201120202546 U CN201120202546 U CN 201120202546U CN 202125061 U CN202125061 U CN 202125061U
- Authority
- CN
- China
- Prior art keywords
- concrete structure
- scaffold
- flooring
- connector
- connecting piece
- 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 - Lifetime
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a scaffold of a large-space concrete structure. Beam connecting pieces (2) are embedded on an edge beam column of the large-space concrete structure (1). A floor connecting piece (3) is embedded on a floor close to the inner side. An outer scaffold (4) is constructed near the large-space concrete structure (1). Floor boards (5) are installed on the outer scaffold (4) in a layering manner. A transverse brace (6) is horizontally connected between the outer scaffold (4) and the closest beam connecting piece (2). An inclined brace (7) is connected between the outer scaffold (4) and the floor connecting piece (3). The included angle between the inclined brace (7) and the concrete structure (1) is 45-60 DEG. The beam connecting piece 2 and the floor connecting piece 3 are arranged in a two-step and three-cross manner. The scaffold of the large-space concrete structure is applicable to public construction projects in which long-span ultrahigh wall connecting pieces are difficultly fixed. The construction safety can be effectively ensured. The construction requirements can be satisfied. The resources can be effectively utilized. The engineering investment can be reduced. The scaffold of the large-space concrete structure has wide market application prospect.
Description
Technical field
The utility model relates to E04G scaffold, formwork; Template construction apparatus or other building servicing unit technical field relate to scaffold building construction technology, built-in fitting installation Technology, reinforcing bar, concrete construction technology, especially large space concrete structure scaffold.
Background technology
At building field, important construction equipment during scaffold, bearing capacity is big, mounting or dismounting are convenient, set up advantages such as flexible, economic and practical and fastener type steel pipe scaffold has, its double-pole scaffold system by wide popularization and application in building engineering construction.Common buildings is in work progress; The external scaffolding wall-connecting piece is connected with agent structure and is easier to; Connect the wall point and in large span, ultra floor height structure, lack between external scaffolding and the agent structure; Conventional construction technology is difficult to solve this type of problem, and this just needs a kind of new wall-connecting piece technical application, guarantees that external scaffolding can satisfy safety and construction demand.
In the known technology, along with the development of economic construction and Building technology, large bay, large span, big scale of construction building increase year by year.Because the vertical spacing of the colum network size of this type building, building floor height, horizontal member is bigger; The layout of building operations scaffold connecting spare is restricted; Can not satisfy " building operations fastener type steel pipe scaffold technical specification of security " (JGJ130) requirement of technical standards such as (hereinafter to be referred as " standards "), bring new problem for scaffold safety.
The definition of large space: when the vertical spacing of colum network size, building floor height and horizontal member was striden greater than 3 steps or 3 of scaffold upright rod, when the layout of wall-connecting piece can not satisfy " standard " regulation, promptly think colum network size, building floor height and horizontal member; It is bigger to be called for short colum network size, building floor height, vertical spacing, and the design of scaffold and construction should be taked corresponding technical measures, and scaffold is dull and stereotyped as the structure form of vertical placement; Its thickness is much smaller than longitudinal length and vertical height, and lateral rigidity is very little, can only rely on wall-connecting piece and reliable connection of building keep monolithic stability; The support body width is more little, and the lateral rigidity of scaffold is more little, and the lateral deformation under the wind action is just big more; When scaffold is in cantilever position; The support body width is more obvious to the stable influence of scaffold, and depth-width ratio is big more, and stability is poor more; Template at concrete post supports, reinforcing bar group pricks, the concrete construction stage; Because can not being installed, wall-connecting piece or building structure can't bear the horizontal thrust that scaffold produces because of wind load; Scaffold is as cantilever member, jib-length more greatly, high highly more, stability is poor more.When the pillar constuction joint carries out template, reinforcing bar and concrete construction with the upper part, the wall-connecting piece on scaffold top, bottom will bear the wind load that comprises that the scaffold bracketed part transmits, and the bearing capacity of wall-connecting piece is had higher requirement.The bracket scaffold that the support body height is bigger even depth-width ratio is reasonable, under wind action, when bearing capacity of foundation soil is not enough, will have a negative impact to the monolithic stability of support body.Under above-mentioned three kinds of working conditions,, be totally unfavorable to the stable of scaffold if large tracts of land is hanged up the dense mesh type safety net.Wall-connecting piece is provided with spacing and position effects in the lateral plane of scaffold; Wall-connecting piece is as intermediate support; Can stop the whole lateral displacement of scaffold, prevent that scaffold from inwardly or outwards toppling, play a role to scaffold is stable in the spacing of wall-connecting piece setting and position.Under wind action, scaffold will produce the integrally bending distortion, make vertical rod become bending component.The vertical spacing of wall-connecting piece is big more, and this distortion is also just bigger, and the condition of work of vertical rod is poor more, and bearing capacity is low more.The distance of wall-connecting piece and scaffold host node also is the key factor that influences vertical rod stability.Because acting on the wind load of scaffold is through wall-connecting piece; Pass to engineering structures with the form of concentrated force; This concentrated force obviously is disadvantageous to the stable of scaffold upright rod, and horizontal concentrated force is bigger, big more apart from the distance of scaffold host node, and influence is just serious more.The technical measures that improve scaffold monolithic stability and vertical rod bearing capacity comprise: the scaffold upright rod of frame structure engineering, should arrange according to post net layout.Promptly arrange row's vertical rod at each pillar position, middle principle according to≤effective span on average is provided with vertical rod, and wall-connecting piece is arranged on the pillar, creates conditions for satisfying " standard " regulation that relevant wall-connecting piece is provided with position, spacing.On the pillar of frame construction and horizontal member, wall-connecting piece is set.Wall-connecting piece is provided with spacing: vertical direction was not more than for 2 steps, and horizontal direction is not more than 3 and strides.Should adopt the rigidity wall-connecting piece, and carry out bearing capacity calculation by the actual horizontal loading of bearing of wall-connecting piece under the most unfavorable processing condition condition.Wall-connecting piece on floor structure or the horizontal member should be arranged on the outside of beam column; So that regulate the wall-connecting piece position; Make it to satisfy the requirement of " standard ", can suitably regulate the scaffold step pitch in case of necessity, make that the position that is provided with of wall-connecting piece overlaps or as close as possible host node with the scaffold host node on the horizontal member with the distance of host node; To reduce horizontal force, improve the stress performance of vertical rod to the stressed adverse effect of vertical rod.In template, reinforcing bar and the concrete construction stage of frame construction pillar, scaffold should fuse with the floor structure form bracing system, to guarantee the stable of support body.Before removing the scaffold wall-connecting piece should be installed in time, horizontal and horizontal diagonal brace is set at floor structure concreting completion, form bracing system, with reliable binding that guarantees scaffold and building and the lateral deformation that reduces support body.Laterally diagonal brace be provided with the position should with the wall-connecting piece position consistency, the spacing of vertical transverse diagonal brace is suitable ≯ 3 stride, the spacing of horizontal diagonal brace is suitable ≯ 2 step framves.Can take suitably to strengthen the method for scaffold transverse width in case of necessity simultaneously, improve the lateral stiffness of support body.The horizontal diagonal brace vertical transverse of the horizontal diagonal brace vertical transverse of vertical transverse diagonal brace vertical rod wall-connecting piece horizontal cross diagonal brace floor beam slab-type apartment building face beam slab flooring beam slab wall-connecting piece post diagonal brace vertical transverse diagonal brace wall-connecting piece flooring beam slab wall-connecting piece horizontal cross-brace post wall-connecting piece horizontal diagonal brace vertical transverse diagonal brace cross-brace net spacing >=4 are striden floor height ≯ 3 step post net spacing >=4 and are striden floor height >=4 steps.
For example, the truss-like platform lifting appliance of 201,020,272,052 1 kinds of large space top constructions of number of patent application, it relates to the construction implement field.It is made up of truss platform (1) and electric up-down platform (2), and two opposed side edges of truss platform (1) are provided with electric up-down platform (2), and electric up-down platform (2) is fixedly connected with truss platform (1).It can provide a safe and reliable operation platform for the construction of high spatial top; Landing the construction technology of full scaffolding with tradition compares; Significantly reduce raw-material consumption, had safe and reliablely, improved the advantage of efficiency of construction; Not only speed of application improves greatly, also for construction safety reliable assurance is provided.
Summary of the invention
The purpose of the utility model provides a kind of scaffold device to large span, large space concrete construction.
Realize that the measure of the utility model goal of the invention comprises: pre-buried beam upper connector on the large space concrete structure edge beam column; Pre-buried flooring connector on the flooring in the inner part; The other external scaffolding of building of large space concrete structure, bed board is installed in the external scaffolding layering, horizontal connection horizontal lacing wire between external scaffolding and nearest beam upper connector; Between external scaffolding flooring connector, connect brace, angle is 45-60 ° between brace and concrete structure.
The advantage of the utility model is: beam upper connector and flooring connector adopted for two steps three strode setting; Be applicable to the public works of large span, the fixing difficulty of ultra floor height wall-connecting piece; Can effectively guarantee to satisfy construction requirement by construction safety, efficent use of resources; Reduce construction investment, have wide market application prospect.
Description of drawings
Fig. 1 is the utility model connector installation site sketch map
Fig. 2 is that external scaffolding is connected sketch map with body of wall in the utility model
Fig. 3 is Fig. 2 schematic top plan view
Reference numeral: concrete structure 1, beam upper connector 2, flooring connector 3, external scaffolding 4, bed board 5, girt 6, brace 7.
The specific embodiment
Below in conjunction with specific embodiment, describe:
Pre-buried beam upper connector 2 on the large space concrete structure 1 edge beam column; Pre-buried flooring connector 3 on the flooring in the inner part; The other external scaffolding 4 of building of large space concrete structure 1, bed board 5 is installed in external scaffolding 4 layerings, horizontal connection horizontal lacing wire 6 between external scaffolding 4 and nearest beam upper connector 2; Between external scaffolding 4 flooring connectors 3, connect brace 7,1 angle of brace 7 and concrete structure is 45-60 °.
Pre-buried beam upper connector 2 on the beam and column of concrete structure 1.
Beam upper connector 2 is connected by diameter 48mm steel pipe manganese steel fastener with flooring connector 3.
When large space concrete structure 1 was large span, ultra floor height, beam upper connector 2 adopted for two steps three strode setting with flooring connector 3, and promptly two steps three were striden a drawknot, and two steps were exactly two step legers, and each root cross bar is a step; Three stride be exactly per three vertical rods be three to stride, each root vertical rod is exactly to stride.
Adopt steel pipe to be connected between beam upper connector 2 and flooring connector 3 and girt 6 and the brace 7 with frame column.
Confirm scaffold step pitch, span through calculating, set up process analysis procedure analysis; Through calculating clear and definite scaffold connecting density; Be provided with and reasonably connect the wall point; Carry out the connection that is provided with of wall-connecting piece.External scaffolding and large span, that ultra floor height main structure body structure is connected fixing means is reasonable, guarantees that external scaffolding can satisfy safety and construction demand.
Claims (5)
1. large space concrete structure scaffold; It is characterized in that; Pre-buried beam upper connector (2) on large space concrete structure (1) the edge beam column, pre-buried flooring connector (3) on the flooring is built external scaffolding (4) by the large space concrete structure (1) in the inner part; Bed board (5) is installed in external scaffolding (4) layering; Horizontal connection horizontal lacing wire (6) between external scaffolding (4) and nearest beam upper connector (2) connects brace (7) between external scaffolding (4) flooring connector (3), angle is 45-60 ° between brace (7) and concrete structure (1).
2. large space concrete structure scaffold as claimed in claim 1 is characterized in that, pre-buried beam upper connector (2) on the beam and column of concrete structure (1), pre-buried flooring connector (3) on the flooring of concrete structure (1).
3. large space concrete structure scaffold as claimed in claim 1 is characterized in that, beam upper connector (2) is connected by diameter 48mm steel pipe manganese steel fastener with flooring connector (3).
4. large space concrete structure scaffold as claimed in claim 1; It is characterized in that; When large space concrete structure (1) was large span, ultra floor height, beam upper connector (2) and flooring connector (3) adopted for two steps three strode setting, and promptly two steps three were striden a drawknot; Two steps were exactly two step legers, and each root cross bar is a step; Three stride be exactly per three vertical rods be three to stride, each root vertical rod is exactly to stride.
5. large space concrete structure scaffold as claimed in claim 1 is characterized in that, adopts steel pipe to be connected with frame column between beam upper connector (2) and flooring connector (3) and girt (6) and the brace (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202025467U CN202125061U (en) | 2011-06-16 | 2011-06-16 | Scaffold of large-space concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011202025467U CN202125061U (en) | 2011-06-16 | 2011-06-16 | Scaffold of large-space concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202125061U true CN202125061U (en) | 2012-01-25 |
Family
ID=45488132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011202025467U Expired - Lifetime CN202125061U (en) | 2011-06-16 | 2011-06-16 | Scaffold of large-space concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202125061U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452302A (en) * | 2013-08-20 | 2013-12-18 | 广西建工集团第三建筑工程有限责任公司 | Safety pre-erecting method of cantilever outer frame |
| CN104775608A (en) * | 2015-03-25 | 2015-07-15 | 中国建筑第二工程局有限公司 | Integrated lifting platform attachment device for special layer height position |
| CN106368427A (en) * | 2015-07-23 | 2017-02-01 | 华北冶建工程建设有限公司 | Binding and unloading construction method for scaffold |
| CN112211390A (en) * | 2020-09-28 | 2021-01-12 | 安徽长青建筑制品有限公司 | Outer wall connection structure for building construction scaffold |
| CN112609979A (en) * | 2020-12-18 | 2021-04-06 | 中国建筑第四工程局有限公司 | Wall connecting piece erecting method for connecting ultrahigh external frame of external wall |
-
2011
- 2011-06-16 CN CN2011202025467U patent/CN202125061U/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103452302A (en) * | 2013-08-20 | 2013-12-18 | 广西建工集团第三建筑工程有限责任公司 | Safety pre-erecting method of cantilever outer frame |
| CN103452302B (en) * | 2013-08-20 | 2015-07-01 | 广西建工集团第三建筑工程有限责任公司 | Safety pre-erecting method of cantilever outer frame |
| CN104775608A (en) * | 2015-03-25 | 2015-07-15 | 中国建筑第二工程局有限公司 | Integrated lifting platform attachment device for special layer height position |
| CN104775608B (en) * | 2015-03-25 | 2016-08-03 | 中国建筑第二工程局有限公司 | Integrated lifting platform attachment device for special layer height position |
| CN106368427A (en) * | 2015-07-23 | 2017-02-01 | 华北冶建工程建设有限公司 | Binding and unloading construction method for scaffold |
| CN112211390A (en) * | 2020-09-28 | 2021-01-12 | 安徽长青建筑制品有限公司 | Outer wall connection structure for building construction scaffold |
| CN112609979A (en) * | 2020-12-18 | 2021-04-06 | 中国建筑第四工程局有限公司 | Wall connecting piece erecting method for connecting ultrahigh external frame of external wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106437130A (en) | Inner roof external climbing type formwork construction platform for super high-rise building construction | |
| CN202125061U (en) | Scaffold of large-space concrete structure | |
| CN103352428A (en) | Suspension bridge cable bent tower beam non-support construction method | |
| CN107989447A (en) | A kind of large-scale earthing concrete tank dome steel support structure and installation method | |
| CN101858055A (en) | Setting steel pipe bracket support system of cover beam and construction method thereof | |
| CN102312563A (en) | Method for connecting external scaffold with wall for large-span and ultra-story-height structures | |
| CN109162437B (en) | Integral steel platform for multi-cylinder steel plate shear wall and construction method thereof | |
| CN203834926U (en) | Formwork erecting structure for bare concrete basement exterior wall | |
| CN109113335B (en) | Parapet wall formwork support and construction method | |
| CN108729640B (en) | Mounting method of cantilever plate of assembled building | |
| CN110656723B (en) | Rail support for sliding construction of cylindrical arch shell roof | |
| CN104234445B (en) | Reset-security the multiple bay of distortion timber-framed building | |
| CN102777050A (en) | Assembly type jig frame for longspan pipe truss roof girder | |
| CN209924434U (en) | High-altitude overhanging formwork support frame body | |
| CN204850469U (en) | Commercial mansion system that builds | |
| CN202831628U (en) | Combined type bailey frame load-bearing shelving for pouring large span concrete beam | |
| CN203113226U (en) | Formwork support system with towering asymmetric concrete cantilever structure | |
| CN208563924U (en) | A kind of assembled combination operation frame | |
| CN205804908U (en) | A kind of shaped steel combination crosshead | |
| CN206111212U (en) | Rock -anchored beam construction trolley car | |
| CN204754150U (en) | Dish -type node formula scaffold | |
| CN204780601U (en) | Bed -jig is assembled to reinforcing bar festival section | |
| CN103938877B (en) | The installation method of crab-bolt stock | |
| CN107816132B (en) | High-level tower crane single-row frame attachment structure without floor slab and construction method thereof | |
| CN112502475A (en) | Supporting bearing capacity conversion device and using method thereof |
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: GUIZHOU CONSTRUCTION ENGINEERING GROUP FIRST CONST Free format text: FORMER OWNER: YONGSHENG CONSTRUCTION GROUP CO., LTD. Effective date: 20131107 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 834000 KARAMAY, XINJIANG UYGUR AUTONOMOUS REGION TO: 550003 GUIYANG, GUIZHOU PROVINCE |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20131107 Address after: 550003 Guizhou province Guiyang Shifeng Road No. 68 Patentee after: NO.1 CONSTRUCTION ENGINEERING CO., LTD. OF GUIZHOU CONSTRUCTION AND ENGINEERING GROUP Address before: 834000 the Xinjiang Uygur Autonomous Region, Karamay Road, No. 42 Patentee before: Yongsheng Construction Group Co., Ltd. |
|
| C53 | Correction of patent for invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Tian Yalun Inventor after: Zhu Chenghui Inventor after: Gong Bing Inventor after: Lu De Inventor after: Qiao Shenghui Inventor after: Wang Chuan Inventor after: Wang Haisen Inventor after: Wang Shuangxi Inventor after: Duan Haibin Inventor after: Zhang Yiyong Inventor after: Fu Yasong Inventor after: Hou Jisheng Inventor after: Fu Dingxin Inventor after: Mao Huaxiang Inventor after: Zhao Jianlei Inventor after: Ye Qiang Inventor after: Li Qiang Inventor after: Su Xiaoqiang Inventor after: Wang Chengjun Inventor after: Lai Dezhi Inventor after: Jiu Jianguo Inventor before: Tian Yalun Inventor before: Zhu Chenghui Inventor before: Gong Bing Inventor before: Lu De Inventor before: Qiao Shenghui Inventor before: Wang Chuan Inventor before: Wang Haisen Inventor before: Wang Shuangxi Inventor before: Duan Haibin Inventor before: Hou Jisheng Inventor before: Zhao Jianlei Inventor before: Ye Qiang Inventor before: Li Qiang Inventor before: Su Xiaoqiang Inventor before: Wang Chengjun Inventor before: Lai Dezhi Inventor before: Jiu Jianguo |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: TIAN YALUN HOU JISHENG ZHAO JIANLEI YE QIANG LI QIANG SU XIAOQIANG WANG CHENGJUN LAI DEZHI MIAO JIANGUO ZHU CHENGHUI GONG BING LU DE QIAO SHENGHUI WANG CHUAN WANG HAISEN WANG SHUANGXI DUAN HAIBIN TO: TIAN YALUN HOU JISHENG ZHAO JIANLEI YE QIANG LI QIANG SU XIAOQIANG WANG CHENGJUN LAI DEZHI MIAO JIANGUO ZHU CHENGHUI GONG BING LU DE QIAO SHENGHUI WANG CHUAN WANG HAISEN WANG SHUANGXI DUAN HAIBIN ZHANG YIYONG FU YASONG FU DINGXIN MAO HUAXIANG |
|
| CX01 | Expiry of patent term |
Granted publication date: 20120125 |
|
| CX01 | Expiry of patent term |