CN104895322A - Steel template laying cantilever frame - Google Patents
Steel template laying cantilever frame Download PDFInfo
- Publication number
- CN104895322A CN104895322A CN201510258447.3A CN201510258447A CN104895322A CN 104895322 A CN104895322 A CN 104895322A CN 201510258447 A CN201510258447 A CN 201510258447A CN 104895322 A CN104895322 A CN 104895322A
- 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.)
- Granted
Links
Landscapes
- Bridges Or Land Bridges (AREA)
- Movable Scaffolding (AREA)
Abstract
The invention discloses a steel template laying cantilever frame. The cantilever frame comprises a cantilever rod, a handrail and a U-shaped fastener. The cantilever rod is used for holding a jumping plate to form an operation platform. The U-shaped fastener is welded at one end of the cantilever rod to form a U-shaped snapping port with the opening towards the extension direction of the cantilever rod with the cantilever rod to be in snapped connection with a steel template frame. The handrail is arranged at the other end of the cantilever rod vertically upwards to form an L shape with the cantilever rod to be used for limiting and preventing the jumping plate on the cantilever rod from slipping. According to the cantilever frame, the cantilever frame and steel template connection mode is changed, the U-shaped fastener is used as the cantilever frame and steel template connection mode, the process is simple, space can be moved and adjusted as required, and the cantilever frame is simple and quick to mount and dismount and quick and labor saving.
Description
Technical field
The present invention relates to a kind of steel form shelf type suspension scaffold, belong 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 present invention is directed to actual needs, 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, pacify and tear simple and convenient, quick saving of labor open.
Summary of the invention
Object: in order to overcome the deficiencies in the prior art, the invention provides a kind of steel form shelf type suspension scaffold.
Technical scheme: for solving the problems of the technologies described above, the technical solution used in the present invention 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.
The present invention also provides the construction method of above-mentioned 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 the identical length of quantity and is respectively 1m and 430mm 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.
Beneficial effect: steel form shelf type suspension scaffold provided by the invention, 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 invention;
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 present invention 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 steel form shelf type suspension scaffold of the present invention, 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 the preferred embodiment of the present invention; be noted that for those skilled in the art; under the premise without departing from the principles of the invention, can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.
Claims (7)
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.
7. the construction method of the steel form shelf type suspension scaffold according to any one of claim 1 to 6, comprises the following steps:
Step one: make steel form shelf type suspension scaffold, diameter of phi 48*3.0mm steel pipe is processed into the identical length of quantity and is respectively 1m and 430mm 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510258447.3A CN104895322B (en) | 2015-05-20 | 2015-05-20 | Steel form shelf type suspension scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510258447.3A CN104895322B (en) | 2015-05-20 | 2015-05-20 | Steel form shelf type suspension scaffold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104895322A true CN104895322A (en) | 2015-09-09 |
| CN104895322B CN104895322B (en) | 2017-06-16 |
Family
ID=54028247
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510258447.3A Active CN104895322B (en) | 2015-05-20 | 2015-05-20 | Steel form shelf type suspension scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104895322B (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10127641A1 (en) * | 2001-06-07 | 2002-12-12 | Baumann Verwertungs Gmbh | Shuttering holder clamping to beam centers round threaded bar with top clamp nut to draw holding arms tight onto beam for all-round grip and security. |
| CN201857747U (en) * | 2010-08-31 | 2011-06-08 | 中天建设集团有限公司 | Lifting type scaffold attachment device |
| CN202430980U (en) * | 2012-02-10 | 2012-09-12 | 二十二冶集团第一建设有限公司 | Detachably movable type steel pipe fixing insertion column for cantilever scaffold |
| CN203701599U (en) * | 2013-12-17 | 2014-07-09 | 中国建筑第八工程局有限公司 | Steel beam extension operating platform |
| CN203755630U (en) * | 2014-03-03 | 2014-08-06 | 山东电力建设第二工程公司 | Simple support and construction platform thereof |
| CN203939253U (en) * | 2014-04-29 | 2014-11-12 | 中建钢构有限公司 | A kind of horizontal channel bracing frame for Construction of High-rise |
| CN204662981U (en) * | 2015-05-20 | 2015-09-23 | 江苏中南建筑产业集团有限责任公司 | Steel form shelf type suspension scaffold |
-
2015
- 2015-05-20 CN CN201510258447.3A patent/CN104895322B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE10127641A1 (en) * | 2001-06-07 | 2002-12-12 | Baumann Verwertungs Gmbh | Shuttering holder clamping to beam centers round threaded bar with top clamp nut to draw holding arms tight onto beam for all-round grip and security. |
| CN201857747U (en) * | 2010-08-31 | 2011-06-08 | 中天建设集团有限公司 | Lifting type scaffold attachment device |
| CN202430980U (en) * | 2012-02-10 | 2012-09-12 | 二十二冶集团第一建设有限公司 | Detachably movable type steel pipe fixing insertion column for cantilever scaffold |
| CN203701599U (en) * | 2013-12-17 | 2014-07-09 | 中国建筑第八工程局有限公司 | Steel beam extension operating platform |
| CN203755630U (en) * | 2014-03-03 | 2014-08-06 | 山东电力建设第二工程公司 | Simple support and construction platform thereof |
| CN203939253U (en) * | 2014-04-29 | 2014-11-12 | 中建钢构有限公司 | A kind of horizontal channel bracing frame for Construction of High-rise |
| CN204662981U (en) * | 2015-05-20 | 2015-09-23 | 江苏中南建筑产业集团有限责任公司 | Steel form shelf type suspension scaffold |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104895322B (en) | 2017-06-16 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101624871A (en) | Instrumental operation platform for shear wall formwork of elevator shaft | |
| CN103206074A (en) | Elevator shaft template construction method, platform and support | |
| CN207277817U (en) | Falsework rack connecting structure | |
| CN204662981U (en) | Steel form shelf type suspension scaffold | |
| JP2007046356A (en) | Scaffold in bridge structure and its assembling method | |
| CN205531248U (en) | Construction scaffolding component | |
| CN201649628U (en) | Beam stretching structure used for template early-dismantled system | |
| CN104895322A (en) | Steel template laying cantilever frame | |
| CN204662974U (en) | Integrated template taper lock | |
| CN204778237U (en) | Can have enough to meet need construction elevator layer door connects material platform | |
| CN208347296U (en) | A kind of belt lacing rod piece | |
| CN104358406A (en) | Scaffold mounting structure | |
| CN201447862U (en) | Instrumental operating platform used for elevator shaft shear wall shuttering erection | |
| CN206174481U (en) | Jack -up instrument is used in fan hoist and mount of tuber pipe and suspension type installation | |
| CN102031869A (en) | Horizontal template steel structure bracket | |
| CN204623801U (en) | A kind of scaffold clamp | |
| CN204252518U (en) | Scaffold mounting structure | |
| CN204475813U (en) | A kind of building operations height adjustable scaffold | |
| CN201818034U (en) | Movable operation platform | |
| CN208815876U (en) | A kind of fixed device of detachable suspended scaffold upright rod load | |
| CN107780644B (en) | Operation platform for elevator shaft construction and use method thereof | |
| CN207847063U (en) | A kind of scaffold easy to disassemble with installation | |
| CN206346472U (en) | Support frame for silo construction of funnel | |
| CN104372935A (en) | Scaffold | |
| CN219411777U (en) | Drawer type adjustable steel structure string Liang Diaolan clamping plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant |