CN204662981U - Steel form shelf type suspension scaffold - Google Patents

Steel form shelf type suspension scaffold Download PDF

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Publication number
CN204662981U
CN204662981U CN201520326803.6U CN201520326803U CN204662981U CN 204662981 U CN204662981 U CN 204662981U CN 201520326803 U CN201520326803 U CN 201520326803U CN 204662981 U CN204662981 U CN 204662981U
Authority
CN
China
Prior art keywords
rod
steel form
suspension scaffold
type suspension
shelf type
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
CN201520326803.6U
Other languages
Chinese (zh)
Inventor
袁秦标
袁美翠
宋远周
施志辉
贾刘鑫
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.)
Jiangsu Zhongnan Construction Industry Group Co Ltd
Original Assignee
Jiangsu Zhongnan Construction Industry Group 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 Jiangsu Zhongnan Construction Industry Group Co Ltd filed Critical Jiangsu Zhongnan Construction Industry Group Co Ltd
Priority to CN201520326803.6U priority Critical patent/CN204662981U/en
Application granted granted Critical
Publication of CN204662981U publication Critical patent/CN204662981U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of steel form shelf type suspension scaffold, comprise rod, railing, U-shapedly to buckle, for placing springboard composition operating platform on rod; U-shaped button is welded on one end of rod, forms " U " type bayonet socket of opening towards rod extending direction, for carrying out clamping with steel form frame with rod; Railing is arranged on the other end of rod vertically upward, with rod in " L " type, for carrying out the springboard be placed on rod spacingly preventing landing.The steel form shelf type suspension scaffold that the utility model provides, by changing the connected mode of builder's jack and steel form, using U-shaped button as the connected mode of builder's jack and steel form, technique is simple, and can move as required, spacing, peace tear simple and convenient, quick saving of labor open.

Description

Steel form shelf type suspension scaffold
Technical field
The utility model relates to a kind of steel form shelf type suspension scaffold, belongs to technical field of building construction.
Background technology
Steel form builder's jack is component indispensable in steel form construction, and the most widely used is at present bolted shaped steel or steel pipe builder's jack.Owing to all needing bolt to connect, must be equipped with spanner, assemble loaded down with trivial details, peace and tear open time-consuming, site operation workman seldom use, and almost do not have practicality.
The utility model is for actual needs, and by changing the connected mode of builder's jack and steel form, using U-shaped button as builder's jack with the connected mode of steel form, technique simply, and can move as required, spacing, pacifies and tears simple and convenient, quick saving of labor open.
Utility model content
Object: in order to overcome the deficiencies in the prior art, the utility model provides a kind of steel form shelf type suspension scaffold.
Technical scheme: for solving the problems of the technologies described above, the technical solution adopted in the utility model is:
A kind of steel form shelf type suspension scaffold, is characterized in that: comprising rod, railing, U-shapedly to buckle, for placing springboard composition operating platform on described rod;
U-shaped button is welded on one end of rod, forms " U " type bayonet socket of opening towards rod extending direction, for carrying out clamping with steel form frame with rod;
Railing is arranged on the other end of rod vertically upward, with rod in " L " type, for carrying out the springboard be placed on rod spacingly preventing landing.
Described steel form shelf type suspension scaffold, is characterized in that: bottom the stage casing of described rod, weldering is provided with and smooth shelves backing plate, is convenient to rod and is placed on stably on the frame of steel form top.
Preferably, described steel form shelf type suspension scaffold, is characterized in that: the backing plate position vertical direction of shelving of described rod in a row offers multiple spacing hole.
Also comprise the latch matched with spacing hole, for rod being fixed on steel form top frame.
Preferably, described steel form shelf type suspension scaffold, is characterized in that: described rod and railing are processed by steel pipe.
Preferably, described steel form shelf type suspension scaffold, is characterized in that: described U-shaped button and shelve backing plate and processed by thickness 8mm steel plate.
Beneficial effect: the steel form shelf type suspension scaffold that the utility model provides, by changing the connected mode of builder's jack and steel form, using U-shaped button as the connected mode of builder's jack and steel form, technique is simple, and can move as required, spacing, peace tear simple and convenient, quick saving of labor open; Cross-operation is convenient, and Assembling is shaping in order, construction environmental protection, and the use of steel form shelf type suspension scaffold greatly reduces the dependence of demand to operation field and hanging device, and construction terminates recycling, energy-conserving and environment-protective.Have the following advantages: (1), technique are simple, can gather materials on the spot, on-the-spot processing, simple and direct practicality; (2), component is light, and single component only 5.1kg, effectively reduces single construction weight, and peace is torn open conveniently; (3), pacify speed of tearing open soon, adopt shelf type to install and substitute loaded down with trivial details bolt connection, without the need to fastening, be shifted rapidly, 1 workman gets final product complete operation in 3 minutes; (4), with low cost, single component cost, less than 30 yuan, is a creationary construction equipment.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
In figure: rod 1, railing 2, U-shapedly buckle 3, spacing hole 4, shelve backing plate 5.
Detailed description of the invention
Below in conjunction with specific embodiment, the utility model is further described.Diameter of phi, thickness δ.
As shown in Figure 1, a kind of steel form shelf type suspension scaffold, comprises rod 1, railing 2, U-shapedly buckles 3, for placing springboard composition operating platform on described rod 1; U-shaped button 3 is welded on one end of rod 1, forms " U " type bayonet socket of opening towards rod extending direction, for carrying out clamping with steel form frame with rod; Railing 2 is arranged on the other end of rod 1 vertically upward, with rod in " L " type, for carrying out the springboard be placed on rod spacingly preventing landing; Bottom the stage casing of described rod 1, weldering is provided with and smooth shelves backing plate, is convenient to rod and is placed on stably on the frame of steel form top.The backing plate 5 position vertical direction of shelving of rod 1 in a row offers multiple spacing hole 4.Also comprise the latch matched with spacing hole 4, for rod 1 is fixed on steel form top frame.
Comprise the diameter of phi 48*3.0mm steel pipe of long 1m as rod 1, the 80x100x80mmU type of rod one end welding δ 8mm steel plate processing buckles 3.δ 8mmx40x200mm steel plate is welded apart from rod U-shaped end of thread portion 430mm---shelve backing plate 5, open 4 spacing holes 4, spacing hole spacing 50mm shelving backing plate position.The rod other end is that L-type welds the Φ 48*3.0 steel pipe of a long 150mm as railing 2.
Described rod 1 is on-the-spot conventional direct Φ 48*3.0 mm steel pipe, and length is 1m.
Described U-shaped button 3 is that on-the-spot conventional thickness δ 8mm steel plate processes, and is of a size of 80x100x80mm.
Described backing plate 5 of shelving is that on-the-spot conventional δ 8mm steel plate processes, and is of a size of 40x200mm.
Described spacing hole 4 is 90 ° for shelving backing plate 5 is welded on after on rod 1 apart from rod U-shaped end of thread portion 430mm and U-shaped button, opens 4 Φ 15mm spacing holes shelving backing plate position spacing 50mm.
Described reinforcing bar latch is utilize on-the-spot Φ 10 reinforcing bar being about 150mm, bends to about 20 ° and makes, insert spacing hole from top to bottom apart from end 50mm, fixing rod.
Described railing 2 is on-the-spot conventional Φ 48*3.0 steel pipe, and length is 150mm, is that L-type buckles parallel welding with U-shaped at the rod other end.
Springboard is sizing steel springboard or bamboo basketry plate.
The construction method of the utility model steel form shelf type suspension scaffold, comprises the following steps:
Step one: make steel form shelf type suspension scaffold, diameter of phi 48*3.0mm steel pipe is processed into identical 1m and 430mm of quantity two specifications; Be processed into identical 40x260mm and 40x200mm of quantity two specifications with the thickness 8mm steel plate at scene, 40x260mm be processed into the U-shaped button of 80x100x80mm; Rod welds railing, U-shapedly to buckle, shelves backing plate, open four spacing holes shelving backing plate position spacing 50mm;
Step 2: shear wall steel form is fixed, it is complete to verify, before concreting, the frame at shelf type suspension scaffold and steel form top is 90 ° place, U-shaped button is buckled on the frame of steel form top downwards, according to shear wall length according to the pitch arrangement shelf type suspension scaffold being not more than 2m;
Step 3: spread springboard, regulates suspension scaffold spacing, plugs reinforcing bar latch and fixes steel form shelf type suspension scaffold, namely completes the job platform that walls concrete builds and sets up;
Step 4: the operating platform fluid concrete using the assembling of steel form shelf type suspension scaffold;
Step 5: after concrete initial set, first springboard a dead lift is formulated region to flooring before removing steel form, take away the reinforcing bar latch on spacing hole, firmly shelf type suspension scaffold is pushed to the opposite side of steel form, direct labor takes away shelf type suspension scaffold.
The above is only preferred embodiment of the present utility model; be noted that for those skilled in the art; under the prerequisite not departing from the utility model principle; can also make some improvements and modifications, these improvements and modifications also should be considered as protection domain of the present utility model.

Claims (6)

1. a steel form shelf type suspension scaffold, is characterized in that: comprise rod, railing, U-shapedly to buckle, for placing springboard composition operating platform on described rod;
U-shaped button is welded on one end of rod, forms " U " type bayonet socket of opening towards rod extending direction, for carrying out clamping with steel form frame with rod;
Railing is arranged on the other end of rod vertically upward, with rod in " L " type, for carrying out the springboard be placed on rod spacingly preventing landing.
2. steel form shelf type suspension scaffold according to claim 1, is characterized in that: bottom the stage casing of described rod, weldering is provided with and smooth shelves backing plate, is convenient to rod and is placed on stably on the frame of steel form top.
3. steel form shelf type suspension scaffold according to claim 2, is characterized in that: the backing plate position vertical direction of shelving of described rod in a row offers multiple spacing hole.
4. steel form shelf type suspension scaffold according to claim 3, is characterized in that: also comprise the latch matched with spacing hole, for rod being fixed on steel form top frame.
5. steel form shelf type suspension scaffold according to claim 1, is characterized in that: described rod and railing are processed by steel pipe.
6. steel form shelf type suspension scaffold according to claim 2, is characterized in that: described U-shaped button and shelve backing plate and processed by thickness 8mm steel plate.
CN201520326803.6U 2015-05-20 2015-05-20 Steel form shelf type suspension scaffold Expired - Fee Related CN204662981U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520326803.6U CN204662981U (en) 2015-05-20 2015-05-20 Steel form shelf type suspension scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520326803.6U CN204662981U (en) 2015-05-20 2015-05-20 Steel form shelf type suspension scaffold

Publications (1)

Publication Number Publication Date
CN204662981U true CN204662981U (en) 2015-09-23

Family

ID=54133376

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520326803.6U Expired - Fee Related CN204662981U (en) 2015-05-20 2015-05-20 Steel form shelf type suspension scaffold

Country Status (1)

Country Link
CN (1) CN204662981U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104895322A (en) * 2015-05-20 2015-09-09 江苏中南建筑产业集团有限责任公司 Steel template laying cantilever frame

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104895322A (en) * 2015-05-20 2015-09-09 江苏中南建筑产业集团有限责任公司 Steel template laying cantilever frame

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

Granted publication date: 20150923

Termination date: 20200520