CN203320936U - Vertical pre-buried-type wall-connecting device of overhanging scaffold - Google Patents
Vertical pre-buried-type wall-connecting device of overhanging scaffold Download PDFInfo
- Publication number
- CN203320936U CN203320936U CN2013203113430U CN201320311343U CN203320936U CN 203320936 U CN203320936 U CN 203320936U CN 2013203113430 U CN2013203113430 U CN 2013203113430U CN 201320311343 U CN201320311343 U CN 201320311343U CN 203320936 U CN203320936 U CN 203320936U
- Authority
- CN
- China
- Prior art keywords
- buried
- vertical
- vertical rod
- wall
- steel pipe
- 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
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to a vertical pre-buried-type wall-connecting device of an overhanging scaffold and belongs to scaffold fixing devices. The vertical pre-buried-type wall-connecting device is characterized in that the wall-connecting device mainly comprises a pre-buried vertical rod, anchoring ribs, a wall-connecting cross rod and steel pipe buckles, the pre-buried vertical rod is a round steel pipe in vertical arrangement, the anchoring ribs are circumferentially, uniformly and vertically distributed on the lower end section of the pre-buried vertical rod by welding, a waterproof cover is mounted at the top end of the pre-buried vertical rod in an embedded manner, and the wall-connecting cross rod extending horizontally and rightwards is fixedly connected on the upper section of the pre-buried vertical rod by the steel pipe buckles. When the vertical pre-buried-type wall-connecting device is mounted, the pre-buried vertical rod of the wall-connecting device is vertically pre-buried in a rebar net in a concrete floor slab, the anchoring ribs are correspondingly welded with the rebar net, the wall-connecting cross rod is fixedly connected with an overhanging vertical rod or an overhanging cross rod of the overhanging scaffold, and then a stable overhanging scaffold is formed, so that stability and load resistance of the scaffold are improved, and potential safety hazards are reduced.
Description
Technical field
The utility model belongs to scaffold fastening apparatus, especially relates to a kind of pre-buried type wall attaching parts of builder's jack.
Background technology
Wall attaching parts refers to the device that connects scaffold and building, in new edition " building operations fastener type steel pipe scaffold technical specification of security ", the clear overhanging scaffold must arrange rigid wall-connecting device, but, do not provide the concrete form of this wall attaching parts, in practice of construction, occurred that steel bar preassembling is buried, iron wire interconnection system, expansion bolt add the various ways such as steel plate is fixed, but often steadiness does not reach requirement, the potential safety hazard that even exists the problem because of the wall attaching parts setting to cause the builder's jack distortion, collapse.
Summary of the invention
The purpose of this utility model is the vertical pre-buried type wall attaching parts that proposes a kind of builder's jack, not only rational in infrastructure, simple and easy applicable, easy for installation, and safe and reliable, increases stability and the anti-weight bearing power of scaffold, effectively reduces potential safety hazard.
The purpose of this utility model is achieved like this: a kind of vertical pre-buried type wall attaching parts (abbreviation wall attaching parts) of builder's jack, it is characterized in that: the vertical pre-buried type wall attaching parts of this builder's jack is mainly by pre-buried vertical rod, anchor rib, waterproof cover, connecting wall cross bar and steel pipe buckle forms, this pre-buried vertical rod is the round steel pipe that is vertical setting, circumference uniform distribution and the anchor rib that vertically is welded on the section of the lower end of this pre-buried vertical rod, at the top of this pre-buried vertical rod setting-in waterproof cover, be fixedly connected with the steel pipe buckle company's wall cross bar of stretching on the level right side on the epimere of this pre-buried vertical rod, the length of this pre-buried vertical rod can be 400mm～500mm, the steel pipe that this pre-buried vertical rod can be 48.3 mm * 3.6 mm with external diameter * wall thickness is made, the length of this anchor rib can be 150mm～200mm, the reinforcing bar that this anchor rib can be 12～14mm with diameter is made, this connects the wall cross bar and can make with scaffolding steel pipe.
During installation, first the hypomere of the pre-buried vertical rod of this wall attaching parts vertically vertically is embedded in the steel mesh reinforcement in concrete building plate, and by the corresponding welding of steel mesh reinforcement therewith of each anchor rib, after the floorslab concrete of building solidifies, by the cantilever steel girder anchor bolt, nut is fixedly mounted on concrete building plate, the vertical rod and with the corresponding installation of the steel pipe buckle cross bar of encorbelmenting of encorbelmenting of scaffold is installed with guide pile on this cantilever steel girder, then, company's wall cross bar of stretching with the steel pipe buckle fixed installation level right side at the epimere of pre-buried vertical rod, and this is connected to the wall cross bar be fixedly connected with the steel pipe buckle with encorbelment vertical rod or the cross bar of encorbelmenting, to form firm builder's jack.
The vertical pre-buried type wall attaching parts of the builder's jack that the utility model proposes, not only rational in infrastructure, simple and easy applicable, easy for installation, and safe and reliable, increased stability and the anti-weight bearing power of scaffold, effectively reduced potential safety hazard.
The vertical pre-buried type wall attaching parts of the builder's jack now in conjunction with the accompanying drawings and embodiments the utility model proposed is described further.
The accompanying drawing explanation
Fig. 1 is that the master of the vertical pre-buried type wall attaching parts of the builder's jack that proposes of the utility model while using looks schematic diagram.
In Fig. 1: 1, concrete building plate 2, steel pipe buckle 3, cantilever steel girder 4-1, the vertical rod 4-2 that encorbelments, the cross bar 4-3 that encorbelments, guide pile 5-1, pre-buried vertical rod 5-2, anchor rib 5-3, waterproof cover 6, company's wall cross bar 7, anchor bolt 8, nut.
The specific embodiment
As can be seen from Figure 1: a kind of vertical pre-buried type wall attaching parts (abbreviation wall attaching parts) of builder's jack, it is characterized in that: the vertical pre-buried type wall attaching parts of this builder's jack is mainly by pre-buried vertical rod 5-1, anchor rib 5-2, waterproof cover 5-3, connect wall cross bar 6 and steel pipe buckle 2 compositions, this pre-buried vertical rod 5-1 is the round steel pipe that is vertical setting, circumference uniform distribution and the anchor rib 5-2 that vertically is welded on the section of the lower end of this pre-buried vertical rod 5-1, at the top of this pre-buried vertical rod 5-1 setting-in waterproof cover 5-3, be fixedly connected with steel pipe buckle 2 company's wall cross bar 6 of stretching on the level right side on the epimere of this pre-buried vertical rod 5-1, the length of this pre-buried vertical rod 5-1 can be 400mm～500mm, the steel pipe that this pre-buried vertical rod 5-1 can be 48.3 mm * 3.6 mm with external diameter * wall thickness is made, the length of this anchor rib 5-2 can be 150mm～200mm, the reinforcing bar that this anchor rib 5-2 can be 12～14mm with diameter is made, this connects wall cross bar 6 and can make with scaffolding steel pipe.
During installation, first the hypomere of the pre-buried vertical rod 5-1 of this wall attaching parts vertically vertically is embedded in the steel mesh reinforcement in concrete building plate 1, and by each anchor rib 5-2 corresponding welding of steel mesh reinforcement therewith, after the floorslab concrete of building solidifies, by cantilever steel girder 3 use anchor bolts 7, nut 8 is fixedly mounted on concrete building plate 1, the vertical rod 4-1 and with the corresponding installations of the steel pipe buckle 2 cross bar 4-2 that encorbelments of encorbelmenting of scaffold is installed with guide pile 4-3 on this cantilever steel girder 3, then, company's wall cross bar 6 of stretching with the steel pipe buckle 2 fixed installation level right sides at the epimere of pre-buried vertical rod 5-1, and this is connected to wall cross bar 6 be fixedly connected with steel pipe buckle 2 with encorbelment vertical rod 4-1 or the cross bar 4-2 that encorbelments, to form firm builder's jack.
Claims (6)
1. the vertical pre-buried type wall attaching parts of a builder's jack, it is characterized in that: the vertical pre-buried type wall attaching parts of this builder's jack is mainly by pre-buried vertical rod (5-1), anchor rib (5-2), waterproof cover (5-3), connecting wall cross bar (6) and steel pipe buckle (2) forms, this pre-buried vertical rod (5-1) is the round steel pipe that is vertical setting, circumference uniform distribution and the anchor rib (5-2) that vertically is welded on the lower end section of this pre-buried vertical rod (5-1), at the top of this pre-buried vertical rod (5-1) setting-in waterproof cover (5-3), company's wall cross bar (6) of stretching with steel pipe buckle (2) the level right side of being fixedly connected with on the epimere of this pre-buried vertical rod (5-1).
2. the vertical pre-buried type wall attaching parts of builder's jack according to claim 1, the length that it is characterized in that this pre-buried vertical rod (5-1) is 400mm～500mm.
3. the vertical pre-buried type wall attaching parts of builder's jack according to claim 1, is characterized in that the steel pipe that this pre-buried vertical rod (5-1) is 48.3 mm * 3.6 mm with external diameter * wall thickness makes.
4. the vertical pre-buried type wall attaching parts of builder's jack according to claim 1, the length that it is characterized in that this anchor rib (5-2) is 150mm～200mm.
5. the vertical pre-buried type wall attaching parts of builder's jack according to claim 1, is characterized in that the reinforcing bar that this anchor rib (5-2) is 12～14mm with diameter makes.
6. the vertical pre-buried type wall attaching parts of builder's jack according to claim 1, is characterized in that this connects wall cross bar (6) and makes with scaffolding steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203113430U CN203320936U (en) | 2013-06-03 | 2013-06-03 | Vertical pre-buried-type wall-connecting device of overhanging scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013203113430U CN203320936U (en) | 2013-06-03 | 2013-06-03 | Vertical pre-buried-type wall-connecting device of overhanging scaffold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320936U true CN203320936U (en) | 2013-12-04 |
Family
ID=49660300
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013203113430U Expired - Lifetime CN203320936U (en) | 2013-06-03 | 2013-06-03 | Vertical pre-buried-type wall-connecting device of overhanging scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203320936U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760460A (en) * | 2016-12-07 | 2017-05-31 | 中国建筑第八工程局有限公司 | Suspension scaffold and its installation method for setting up scaffold in prefabricated construction |
-
2013
- 2013-06-03 CN CN2013203113430U patent/CN203320936U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760460A (en) * | 2016-12-07 | 2017-05-31 | 中国建筑第八工程局有限公司 | Suspension scaffold and its installation method for setting up scaffold in prefabricated construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105926916A (en) | Cable-stayed suspended combined supporting system and construction method based on intelligent monitoring | |
| CN203393848U (en) | Connection node structure of reinforced concrete column and steel I-beam | |
| CN104389419B (en) | Encorbelment and prop up mould structure for mounting platform and a constructional method | |
| CN104453197A (en) | High-altitude large-cantilever concrete structure structural steel supporting platform | |
| CN103422668A (en) | Construction method of super-thick large-slope shear wall and hydraulic self-jacking inclined creeping framework thereof | |
| CN103711298A (en) | Method for constructing anchoring system of structural steel overhanging scaffold | |
| CN203961238U (en) | Bolt anchor slab adjustable tool formula builder's jack | |
| CN203809870U (en) | Supporting and fixing tool for level pump pipe on concrete floor | |
| CN104264706B (en) | External elevator steel beam foundation structure and construction method thereof | |
| CN202787926U (en) | Overhanging scaffold simple and convenient to disassemble and assemble | |
| CN201420385Y (en) | Overhanging type unloading platform for building construction | |
| CN203347213U (en) | Structural steel tripod in overhanging type scaffold and scaffold system | |
| CN204591306U (en) | A kind of combined steel pipe concrete bow member for supporting | |
| CN203654710U (en) | Instrumental connecting tube for external wall scaffold shearing wall portion | |
| CN203320936U (en) | Vertical pre-buried-type wall-connecting device of overhanging scaffold | |
| CN103334580B (en) | Section steel tripod in a kind of overhanging scaffold and connection system for guide rail | |
| CN203320934U (en) | Horizontal pre-buried-type wall-connecting device of overhanging scaffold | |
| CN203452375U (en) | Hydraulic self-jacking oblique creeping formwork | |
| CN204571486U (en) | A kind of building operations temporary protection railing lower margin holding clamp | |
| CN204715764U (en) | The structure that a kind of constructional column and agent structure are constructed simultaneously | |
| CN202745353U (en) | Tool-type overhanging scaffold | |
| CN204266572U (en) | Scaffold wall connecting piece | |
| CN203499259U (en) | Tool type cantilevered unloading platform | |
| CN202644966U (en) | Wall-connection device used for fixing outside row scaffold | |
| CN203113868U (en) | Gantry tower for construction cableway |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131204 |
|
| CX01 | Expiry of patent term |