CN202391130U - Steel platform - Google Patents

Steel platform Download PDF

Info

Publication number
CN202391130U
CN202391130U CN 201120470657 CN201120470657U CN202391130U CN 202391130 U CN202391130 U CN 202391130U CN 201120470657 CN201120470657 CN 201120470657 CN 201120470657 U CN201120470657 U CN 201120470657U CN 202391130 U CN202391130 U CN 202391130U
Authority
CN
China
Prior art keywords
steel
steel tube
steel pipe
surface layer
keel
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
Application number
CN 201120470657
Other languages
Chinese (zh)
Inventor
肖颌顺
谢春贵
王采友
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.)
First Construction Co Ltd of China Construction Third Engineering Division
Original Assignee
First Construction Co Ltd of China Construction Third Engineering Division
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 First Construction Co Ltd of China Construction Third Engineering Division filed Critical First Construction Co Ltd of China Construction Third Engineering Division
Priority to CN 201120470657 priority Critical patent/CN202391130U/en
Application granted granted Critical
Publication of CN202391130U publication Critical patent/CN202391130U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Landscapes

  • Pressure Welding/Diffusion-Bonding (AREA)

Abstract

The utility model discloses a steel platform which is characterized by comprising a reinforcing mesh sheet surface layer, a steel tube keel and at least four support feet; the reinforcing mesh sheet surface layer is arranged on the steel tube keel; and the support feet are arranged below the steel tube keel. The support feet are welded with the steel tube keel. The steel tube keel takes the shape of a Chinese character 'mu' (meaning eye in English). The four support feet are respectively welded on the four corners of the steel tube keel. The reinforcing mesh sheet surface layer is welded with the steel tube keel. The steel platform is simple and reasonable in structure and can effectively protect reinforcing ribs of floors; and the problems of rib stepping and ribbing in the concreting process are solved.

Description

A kind of steel platform
Technical field
The utility model relates to a kind of steel platform.
Background technology
Along with the fast development of construction work industry, design of building structures day by day is tending towards economization to be rationalized, and the reinforcing bar content and the bar gauge of structure become more and more littler under the condition that meets design requirement; Simultaneously because of progress along with construction mechanization level; Building engineering construction more and more is partial to mechanized construction; Wherein the own wt and the construction dynamic load of construction equipment such as material distributing machine, pump line, pump line frame are bigger; The phenomenon that the plate muscle is crushed, bends during concreting is comparatively serious, have in addition plate gluten and end muscle overlap onto together, very big to the safe handling function effect of structure.
The utility model content
The utility model technical problem to be solved provides a kind of steel platform, has overcome the problems referred to above.
The utility model technical problem to be solved realizes through following technical scheme:
A kind of steel platform is characterized in that: comprise reinforced mesh surface layer, steel pipe keel and at least four feets; Said reinforced mesh surface layer is arranged on the steel pipe keel, and the steel pipe keel have feet.
Said feet and the welding of steel pipe keel.
Said steel pipe keel are the order font.
Said four feets are welded on respectively on four jiaos of steel pipe keel.
Said reinforced mesh surface layer and the welding of steel pipe keel.
The beneficial effect of the utility model:
The utility model is a kind of simple and reasonable steel platform, effectively protects floor bar; Overcome and stepped on muscle and beading problem in the concreting process.
Description of drawings
Fig. 1 is the utility model floor map
Fig. 2 is a side schematic view
The specific embodiment
Shown in Fig. 1-2, a kind of steel platform is characterized in that: comprise reinforced mesh surface layer 1, steel pipe keel 2 and at least four feets 3; Said reinforced mesh surface layer 1 is arranged on the steel pipe keel 2, and steel pipe keel 2 have feet 3.
Said feet 3 and 2 welding of steel pipe keel.
Said steel pipe keel 2 are the order font.
Said four feets 3 are welded on respectively on four jiaos of steel pipe keel 2.
Said reinforced mesh surface layer 1 and 2 welding of steel pipe keel.
Utilize steel platform that construction equipment pads such as material distributing machine, pump line, pump line frame are risen during floor concreting, prevent that construction equipment such as material distributing machine, pump line, pump line frame directly are seated flattening, press-bending reinforcing bar on the plate gluten; Take steel platform simultaneously on workman's walking route upper berth as walking guidance tape, prevent the direct pedal muscle of workman.

Claims (5)

1. a steel platform is characterized in that: comprise reinforced mesh surface layer (1), steel pipe keel (2) and four feets (3) at least; Said reinforced mesh surface layer (1) is arranged on the steel pipe keel (2), and steel pipe keel (2) have feet (3).
2. steel platform as claimed in claim 1 is characterized in that: said feet (3) and steel pipe keel (2) welding.
3. steel platform as claimed in claim 1 is characterized in that: said steel pipe keel (2) are the order font.
4. like claim 2 or 3 described steel platforms, it is characterized in that: said four feets (3) are welded on respectively on four jiaos of steel pipe keel (2).
5. steel platform as claimed in claim 1 is characterized in that: said reinforced mesh surface layer (1) and steel pipe keel (2) welding.
CN 201120470657 2011-11-24 2011-11-24 Steel platform Expired - Fee Related CN202391130U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201120470657 CN202391130U (en) 2011-11-24 2011-11-24 Steel platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201120470657 CN202391130U (en) 2011-11-24 2011-11-24 Steel platform

Publications (1)

Publication Number Publication Date
CN202391130U true CN202391130U (en) 2012-08-22

Family

ID=46666064

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201120470657 Expired - Fee Related CN202391130U (en) 2011-11-24 2011-11-24 Steel platform

Country Status (1)

Country Link
CN (1) CN202391130U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110067376A (en) * 2018-01-24 2019-07-30 五冶集团上海有限公司 A kind of detachable module pedal production method for concrete placings

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110067376A (en) * 2018-01-24 2019-07-30 五冶集团上海有限公司 A kind of detachable module pedal production method for concrete placings

Similar Documents

Publication Publication Date Title
CN204940312U (en) A kind of integral lifting lowering system of steel cofferdam
CN108004929A (en) A kind of H-type road-cum-rail bridge floorings hanging apparatus and hanging method
CN202481956U (en) Attached climbing type conventionalized dual-purpose platform
CN202370234U (en) Tool type elevator hoistway construction platform
CN104846750B (en) A kind of prestressing force friction-type thick pillar beam support and change method with seam
CN208844598U (en) Super thick raft foundation waterproof Steel bar rack
CN202391130U (en) Steel platform
CN204960289U (en) Builder's jack is encorbelmented whole combination of girder steel and can be had enough to meet need anchor assembly
CN102561392A (en) Structure for supporting construction elevator foundation on basement top plate and construction method thereof
CN202882376U (en) Elevator shaft template support platform
CN102465605A (en) Method for building bottom plate steel bar support
CN204059906U (en) Elevator hoistways Integral lifting type steel scaffold
CN207260156U (en) It is a kind of to lift steel trestle device for what large volume grinding coagulation soil put in storage
CN202440833U (en) Structure for supporting construction elevator base on top plate of basement
CN201915630U (en) Combined platform of fire control joint gallery form supporting steel beam
CN201284559Y (en) Fastener type steel pipe scaffold template stand
CN211037088U (en) Jacking deviation correcting device for high-rise shear wall structure
CN211714007U (en) Construction elevator foundation structure
CN103498551A (en) Lift shaft section steel construction operating platform
CN202369932U (en) Bridge curtain board installation trolley
CN203347110U (en) Section steel stirrup applied to high-rise building raft foundation construction
CN201865250U (en) Square tube barricades support
CN205348389U (en) Influence of intelligence jacking steel platform truss is steel plate wall segmentation merogenesis structure down
CN205421728U (en) Simple and easy type split heads
CN206267039U (en) A kind of jack support platform of hollow slab girder jack-up construction

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120822

Termination date: 20201124

CF01 Termination of patent right due to non-payment of annual fee