CN201447862U - Instrumental operating platform used for elevator shaft shear wall shuttering erection - Google Patents

Instrumental operating platform used for elevator shaft shear wall shuttering erection Download PDF

Info

Publication number
CN201447862U
CN201447862U CN2009200290992U CN200920029099U CN201447862U CN 201447862 U CN201447862 U CN 201447862U CN 2009200290992 U CN2009200290992 U CN 2009200290992U CN 200920029099 U CN200920029099 U CN 200920029099U CN 201447862 U CN201447862 U CN 201447862U
Authority
CN
China
Prior art keywords
support
elevator shaft
operating platform
frame bodies
shear wall
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
Application number
CN2009200290992U
Other languages
Chinese (zh)
Inventor
崔佃和
王玉伦
李跃伟
罗峰
周敬滨
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANDONG XINCHENG JIANGONG CO Ltd
Original Assignee
SHANDONG XINCHENG JIANGONG CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SHANDONG XINCHENG JIANGONG CO Ltd filed Critical SHANDONG XINCHENG JIANGONG CO Ltd
Priority to CN2009200290992U priority Critical patent/CN201447862U/en
Application granted granted Critical
Publication of CN201447862U publication Critical patent/CN201447862U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Types And Forms Of Lifts (AREA)

Abstract

An instrumental operating platform used for elevator shaft shear wall shuttering erection is a special tool applied to the building structure construction field, and includes frame bodies, an operating platform and a screw (12); the frame bodies are two triangular frame bodies formed by welding an oblique positioning bracket (1), two vertical support brackets (2), a transversal support bracket (3) and an inner support (4); the oblique positioning bracket (1) of the frame bodies has the upper part tightly propped against an elevator shaft wall (18) and the lower part tightly propped against a floor ground, and is fixed through a positioning shift lever (7); the transversal support bracket (3) of the frame bodies and a longitudinal support frame can fix the frame bodies onto the elevator shaft wall through a screw (12); and a wood frame plate (10) is laid on the horizontal plane of the frame bodies, therefore, the operating platform is formed through assembly. The instrumental operating platform has the advantages of convenient installation and detachment, high speed, one assembly for repeated use, material conservation, labor economization, short construction period, effective guarantee of construction safety, etc.

Description

Instrumental operation platform for shear wall formwork of elevator shaft
Technical field
Instrumental operation platform for shear wall formwork of elevator shaft is applied to the special tool in building structure construction field.
Background technology
The operating platform that existing elevator shaft shear wall formwork is used, be to adopt fastener type steel pipe scaffold to begin to prick the mode of establishing up to top layer from the bottom, the occupancy of scaffolding steel pipe and pipe clamp is big, the lease expenses height, wasting a large amount of manually and dangerous, is the major hazard source of building operations.
The utility model content
The technical problems to be solved in the utility model is: overcome the drawback that prior art exists, design a kind of simple structure, highly versatile, can adopt tower crane to winch to the scope of operation with the construction of construction work floor, the tool-type assembling, the instrumental operation platform for shear wall formwork of elevator shaft of increasing work efficiency.
The technical scheme that the utility model technical solution problem is adopted is: this instrumental operation platform for shear wall formwork of elevator shaft, it is characterized in that: comprise support body, operating platform and leading screw, support body is oblique locating support, article two, vertical supporting bracket, the cross binding support, two trigonometric expression support bodys that inner support is welded, the oblique locating support of support body top holds out against hoistway wall, the bottom presses closer floor ground, fix by the location lever, support body cross binding support, the longitudinal bracing support is fixed on support body on the hoistway wall by leading screw, lays the yoke plate and be assembled into operating platform on the support body horizontal plane.The effect of oblique locating support is location, load-bearing; The effect of vertical supporting bracket, cross binding support is support, load-bearing; The effect of location lever is the control slippage; The effect of leading screw is the fixing and location of whole platform of control and template holder.
At the two ends of longitudinal bracing support, cross binding support welding leading screw sleeve pipe, welding yoke board support is laid the yoke plate on the two ends of cross binding support, with band steel press strip bolton yoke plate.The effect of leading screw sleeve pipe is fixing leading screw, the location of leading screw and flexible.The effect of yoke board support and band steel press strip is to shelve and the fixed platform frame plate.
The support body bottom colligation safety net of revealing all the details.The effect of safety net is to guarantee safety.
Nose is hung in the two ends welding of cross binding support.The effect of hanging nose is convenient lifting.
Compared with prior art, the advantage that the utility model had is: hang in operating platform and its leading screw is tightened on the hoistway wall of stripping i.e. installation.Unscrew leading screw during dismounting, hang in the upper strata and get final product, easy installation and removal, speed are fast, and once assembling is repeatedly used, and economical with materials, save artificial, reduction of erection time, can effectively guarantee construction safety.
Description of drawings
Fig. 1 is the main TV structure schematic diagram of the utility model instrumental operation platform for shear wall formwork of elevator shaft;
Fig. 2 is the schematic top plan view of Fig. 1.
Fig. 1-2 is the most preferred embodiment of the utility model instrumental operation platform for shear wall formwork of elevator shaft.Wherein: nose 15 safety nets 16 templates 17 elevator shaft door openings 18 hoistway wall are hung in the 6 vertical connecting angle 7 location lever 8 leading screw sleeve pipes 9 yoke board supports 10 yoke plates 11 press strips 12 leading screws 13 template holders 14 of 1 oblique locating support 2 vertical supporting bracket 3 cross binding supports 4 inner supports 5 longitudinal bracing supports.
The specific embodiment
This instrumental operation platform for shear wall formwork of elevator shaft, use according to the standard operation platform field assembling that the planar dimension and the story height of elevator shaft can be made into all size model, adopt the 8# channel-section steel to be welded into two Pin supports, with oblique locating support 1, cross binding support 3, inner support 4 and two vertical supporting brackets 2 are assembled into the operating platform support body, the angle steel yoke board support 9 of burn-oning at the two ends of platform support body cross binding support 3, and completely spread yoke plate 10, bolt with band steel press strip 11 Φ 10 of 40mm * 4mm fastens as one yoke plate 10 and yoke board support 9, the leading screw sleeve pipe 8 of burn-oning at the two ends of longitudinal bracing support 5 and cross binding support 3, and penetrate leading screw 12, the colligation safety net 15 of revealing all the details in support body bottom forms the tool-type operating platform.
Operating platform is made assembling and also can be carried out at the scene, planar dimension, story height according to the elevator shaft design, carry out snap the line at the scene and amplify sample, carry out the blanking of each rod member according to the drawing size and make assembling sequence: adopt channel-section steel that oblique locating support 1, two vertical supporting brackets 2, cross binding support 3, inner supports 4 are welded into two Pin supports; Then support is erected, according to elevator shaft door opening width and the illustrated position of each rod member, with longitudinal bracing support 5, two vertical connecting angles 6 with locate lever 7 two Pin supports are connected to become a whole support body; After integrated stand is body formed, the leading screw sleeve pipe 8 of burn-oning at the two ends of cross binding support 3 and longitudinal bracing support 5, welding angle steel yoke board support 9 is laid yoke plate 10, then with the bolton yoke plate 10 of band steel press strip 11 Φ 10 on the two ends of cross binding support 3; Hang nose 14 and be welded on the two ends of cross binding support 3, the bottom safety net 15 of revealing all the details in the colligation, leading screw 12 is penetrated in the leading screw sleeve pipe 8, after the tool-type operating platform has been assembled, adopt tower crane that operating platform is in place, make its oblique locating support 1 top hold out against hoistway wall 18, it is fixing by location lever 7 that the bottom presses closer floor ground, according to the horizontal plane of leading screw 12, lumps of wood template holder 13 is attached on the elevator shaft inwall then, screw with leading screw 12, when installing the hoistway internal mold, body of wall inner formword 16 is shelved on above the lumps of wood template holder 13, the construction of this layer hoistway finishes after the form removable, unscrew leading screw 12 operating platform is winched to a last floor, circulation is carried out successively.

Claims (4)

1. instrumental operation platform for shear wall formwork of elevator shaft, it is characterized in that: comprise support body, operating platform and leading screw (12), support body is oblique locating support (1), article two, vertical supporting bracket (2), cross binding support (3), two trigonometric expression support bodys that inner support (4) is welded, the oblique locating support of support body (1) top holds out against hoistway wall (18), the bottom presses closer floor ground, fixing by location lever (7), support body cross binding support (3), longitudinal bracing support (5) is fixed on support body on the hoistway wall by leading screw (12), lays yoke plate (10) and be assembled into operating platform on the support body horizontal plane.
2. instrumental operation platform for shear wall formwork of elevator shaft according to claim 1, it is characterized in that: at the two ends of longitudinal bracing support (5), cross binding support (3) welding leading screw sleeve pipe, welding yoke board support (9) on the two ends of cross binding support (3), lay yoke plate (10), with band steel press strip (11) bolton yoke plate.
3. instrumental operation platform for shear wall formwork of elevator shaft according to claim 1 is characterized in that: the support body bottom colligation safety net (15) of revealing all the details.
4. instrumental operation platform for shear wall formwork of elevator shaft according to claim 1 is characterized in that: nose (14) is hung in the two ends welding of cross binding support (3).
CN2009200290992U 2009-07-08 2009-07-08 Instrumental operating platform used for elevator shaft shear wall shuttering erection Expired - Lifetime CN201447862U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2009200290992U CN201447862U (en) 2009-07-08 2009-07-08 Instrumental operating platform used for elevator shaft shear wall shuttering erection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2009200290992U CN201447862U (en) 2009-07-08 2009-07-08 Instrumental operating platform used for elevator shaft shear wall shuttering erection

Publications (1)

Publication Number Publication Date
CN201447862U true CN201447862U (en) 2010-05-05

Family

ID=42552578

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2009200290992U Expired - Lifetime CN201447862U (en) 2009-07-08 2009-07-08 Instrumental operating platform used for elevator shaft shear wall shuttering erection

Country Status (1)

Country Link
CN (1) CN201447862U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102583169A (en) * 2012-02-29 2012-07-18 徐州重型机械有限公司 Tower crane and platform supporting device thereof
CN104947925A (en) * 2015-06-26 2015-09-30 南通理工学院 Elevator shaft protection operation platform
CN106245908A (en) * 2016-10-18 2016-12-21 新疆维泰开发建设(集团)股份有限公司 A kind of quick holder method of elevator well formwork

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102583169A (en) * 2012-02-29 2012-07-18 徐州重型机械有限公司 Tower crane and platform supporting device thereof
CN104947925A (en) * 2015-06-26 2015-09-30 南通理工学院 Elevator shaft protection operation platform
CN106245908A (en) * 2016-10-18 2016-12-21 新疆维泰开发建设(集团)股份有限公司 A kind of quick holder method of elevator well formwork

Similar Documents

Publication Publication Date Title
CN101624871A (en) Instrumental operation platform for shear wall formwork of elevator shaft
CN201826525U (en) Climbing shuttering system device for buildings
CN201902010U (en) Instrumental overhanging scaffold hoop
CN203768803U (en) Bridge wet joint formwork lifting device
CN205531261U (en) Subassembly is fixed to outrigger I -steel
CN103397728A (en) Formwork panel dismountable and thickness adjustable combined steel bar truss floor bearing plate
CN109680930A (en) Early-dismantling support system construction method
CN201447862U (en) Instrumental operating platform used for elevator shaft shear wall shuttering erection
CN202370234U (en) Tool type elevator hoistway construction platform
CN110273543B (en) Convenient floor-lowering formwork-hanging construction method for mounting and dismounting tool
CN203403577U (en) Combined type steel bar truss floor support plate with demountable thickness-adjustable formwork panel
CN206554500U (en) Steel structure concrete, which is poured, uses adjustable transverse support bar
CN205857696U (en) A kind of adjustable steel beam support means and system
CN205805002U (en) A kind of safety rope fixing device for job site
CN105839914A (en) Adjustable steel beam supporting device and adjustable steel beam supporting system
CN204609293U (en) Portablely locate buttress casting mold
CN204299162U (en) To encorbelment steel I-beam anchor structure
CN203200719U (en) Hanging type slope pouring template device
CN202467147U (en) Hanging basket mounting bracket for building outer vertical face with two side gables
CN108222503A (en) A kind of combined large pier stud steel form
CN205134546U (en) But quick detachable I -steel built -in fitting of encorbelmenting of cyclic utilization
CN205711761U (en) A kind of Novel hanging basket of convenience and safety
CN214658693U (en) A fixed chassis for outer wall construction goes up and down
CN105275198A (en) A shear wall formwork reinforcing construction method
CN202559710U (en) Dismountable anchoring device for overhanging type steel-steel beam

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term

Granted publication date: 20100505

CX01 Expiry of patent term