CN204040437U - Cantilever tripod and single-row cantilever protection frame system - Google Patents
Cantilever tripod and single-row cantilever protection frame system Download PDFInfo
- Publication number
- CN204040437U CN204040437U CN201420498246.1U CN201420498246U CN204040437U CN 204040437 U CN204040437 U CN 204040437U CN 201420498246 U CN201420498246 U CN 201420498246U CN 204040437 U CN204040437 U CN 204040437U
- Authority
- CN
- China
- Prior art keywords
- column
- overhanging
- tripod
- crossbeam
- cantilever
- 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
Links
- 230000001681 protective effect Effects 0.000 claims abstract description 30
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 7
- 238000012216 screening Methods 0.000 claims description 6
- 238000005452 bending Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 4
- 238000003466 welding Methods 0.000 abstract description 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000009415 formwork Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000009545 invasion Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Steps, Ramps, And Handrails (AREA)
Abstract
An overhanging tripod and a single-row overhanging protective frame system are provided, the overhanging tripod is a triangular component formed by welding a cross beam, a stand column and an inclined strut in sequence, and a connecting pin is vertically fixed upwards at one end of the cross beam connected with the inclined strut; the upper part of the upright post is provided with a bolt hole, and the lower part of the upright post is provided with a screw hole; reinforcing ribs are fixed on two sides of the cross beam and the upright post, and the direction of each reinforcing rib is bent along the upright post and the cross beam; the single-row overhanging protection frame system is installed outside an overhanging balcony of a building, a reverse ridge is arranged outside the balcony, overhanging triangular frames are fixed around the outer side of the reverse ridge at even intervals, stand columns of the overhanging triangular frames are fixedly connected with the reverse ridge, connecting pins on cross beams are inserted into vertical rods and are welded and fixed with the vertical rods, and the vertical rods are connected with an operation platform frame erected on the balcony through cross rods. The utility model discloses simple structure, the relation of connection of whole structure is simple clear and definite, connection each other is all very easy to operate, can not influence the efficiency of construction. Can be widely applied to the overhanging protective frame.
Description
Technical field
The utility model relates to a kind of overhanging component and protective frame system thereof.
Background technology
At present, in order to adapt to modern diversified living environment, various architectural composition arises at the historic moment, outside building, such as there are encorbelment balcony and the corridor of large span, and in order to prevent water from flowing to indoor, built the anti-bank structure of concrete with structural concrete outside balcony simultaneously, if employing conventional method, namely steel I-beam protective frame of encorbelmenting is set up, it is long that this way there will be cantilever span, i iron model and consumption require excessive problem, floor deadweight can be increased, its economic benefit and security and stability will be affected, simultaneously, its work progress is corresponding complexity also, efficiency is low.
Utility model content
The purpose of this utility model is to provide a kind of cantilever tripod and single protective frame system of encorbelmenting, solve tradition encorbelment protective frame cantilever span long, from technical problem that is great, that increase floor burden; And solve the problem of raising the efficiency, increasing security and stability.
For achieving the above object, the utility model adopts following technical scheme:
A kind of cantilever tripod, be the triangular member be welded successively by crossbeam, column and diagonal brace, one end that described crossbeam is connected with diagonal brace fixes a connecting pin straight up; The top of described column has bolt hole, bottom has screw hole; The both sides of described crossbeam and column are fixed with reinforcing rib, and the trend of every root reinforcing rib is along column and crossbeam bending.
Described diagonal brace has two, is separately fixed at the both sides of column and crossbeam.
The material of described crossbeam and column is channel-section steel, and the material of described diagonal brace is angle steel.
A kind of single protective frame system of encorbelmenting applying described cantilever tripod, be arranged on outside balcony of encorbelmenting outside building, the outside of this balcony is provided with anti-bank, described single protective frame system of encorbelmenting comprises cantilever tripod, vertical rod, cross bar, the connector of connecting upright pole and cross bar, be connected to the protective screening outside vertical rod, described cantilever tripod is fixed round uniform intervals outside anti-bank, column and the anti-bank of cantilever tripod are connected and fixed, connecting pin on crossbeam inserts in vertical rod, and be welded and fixed with vertical rod, described vertical rod is connected with the operating platform frame set up on balcony by cross bar.
Described cantilever tripod is fixedly connected with anti-bank with screw by split bolt.
Compared with prior art the utility model has following characteristics and beneficial effect:
The utility model overcomes that tradition protective frame way of encorbelmenting is complicated, and efficiency is low, the shortcoming of security and stability difference, solves light, quick realization and to encorbelment the technical problem of protection.
Cantilever tripod structure of the present utility model is simple, small volume and less weight, easy to use, i iron of encorbelmenting is replaced to encorbelment outside anti-bank, and continue to set up single protective frame of encorbelmenting thereon construction alien invasion is protected, during construction, directly single protective frame of encorbelmenting be connected and fixed with the steel pipe type operating platform frame fastener of encorbelmenting on balcony slab: the triangular structure that cantilever tripod is made up of crossbeam, column and diagonal brace, itself stability just obtains and ensures well; In addition, cantilever tripod adopts channel-section steel and angle steel to make, and from heavy and light, and can not increase floor deadweight, alleviate floor burden, add security and stability; Cantilever tripod has screw, convenient fixing, and adopt simultaneously split bolt and screw dual fixing, its connection is more reliable and more stable; Cantilever tripod column and cross rail outer are welded with reinforcing rib, add the intensity of structure own, compensate for because perforate affects the drawback of intensity.
Single protective frame architecture connection simply, each other of encorbelmenting of the present utility model is reliable: the connecting pin on crossbeam, for being connected with the vertical rod in protective frame, so not only can accurately be located, and connected mode is simple, easy to operate; Vertical rod is directly connected with operating platform frame by cross bar, simple and convenient; Connect protective screening outside vertical rod, more safe and reliable, the simple connection clearly, each other of annexation of total is all very easy to operation, can not affect efficiency of construction.
The utility model can be widely used in protective frame of encorbelmenting.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in more detail.
Fig. 1 is the structure schematic side view of the utility model cantilever tripod.
Fig. 2 is the structure schematic front view of the utility model cantilever tripod.
Fig. 3 is the structural representation of the single protective frame system of encorbelmenting of the utility model.
Fig. 4 is the structure schematic top plan view of the single protective frame system of encorbelmenting of the utility model.
Reference numeral: 1-crossbeam, 2-column, 3-diagonal brace, 4-connecting pin, 5-reinforcing rib, 6-bolt hole, 7-screw hole, 8-vertical rod, 9-cross bar, 10-connector, 11-protective screening, 12-operating platform frame, 13-split bolt, 14-sleeve pipe.
Detailed description of the invention
Embodiment is shown in Figure 1, this cantilever tripod, it is the triangular member be welded successively by crossbeam 1, column 2 and diagonal brace 3, welding requirements meets first-order weld requirement, the material of described crossbeam 1 is 8# channel-section steel, and crossbeam 1 length is 300mm or 350mm, and strut length is 380mm, described diagonal brace 3 has two, is separately fixed at the both sides of column 2 and crossbeam 1, and described diagonal brace 3 material is the unequal angle of L32 × 20 × 4mm; The both sides of described crossbeam 1 and column 2 are fixed with reinforcing rib 5, and the trend of every root reinforcing rib 5 is along column and crossbeam bending.
Shown in Figure 2, and the material of column 2 is 8# channel-section steel, one end that described crossbeam 1 is connected with diagonal brace 3 fixes a connecting pin 4 straight up, and described connecting pin is reinforcing bar, length 100mm, diameter 20mm; On described column 2, distance top 50mm has bolt hole 6,325mm place has screw hole 7.
Shown in Fig. 3, Fig. 4, the single protective frame system of encorbelmenting of the cantilever tripod described in this application, be arranged on outside balcony of encorbelmenting outside building, the outside of this balcony is provided with anti-bank, and it is wide that anti-bank is of a size of 100mm, and 130mm is high; Described single protective frame system of encorbelmenting comprise cantilever tripod, vertical rod 8, cross bar 9, connecting upright pole 8 and cross bar 9 connector 10, be connected to protective screening 11 outside vertical rod 8, it is characterized in that: described cantilever tripod is fixed round uniform intervals outside anti-bank, column 2 and the anti-bank of cantilever tripod are connected and fixed, connecting pin 4 on crossbeam 1 to insert in vertical rod 8 and is welded and fixed with vertical rod 8, and described vertical rod 8 is connected with the operating platform frame set up on balcony by cross bar 9; Described cantilever tripod is fixedly connected with anti-bank with screw by split bolt 13, its work progress, and concrete steps are as follows:
Step one, makes cantilever tripod.
Step 2, by 1.5m place above console mode erection to balcony slab, and installs balcony slab formwork for placing system, according to protective frame layout plan, anti-bank locates cantilever tripod, marks the position of tripod bolt hole, at correspondence position service sleeve 14 and the pre-embedded bolt of anti-bank.
Step 3, builds floor concrete: when building, needs vibration compacting, guarantees that between pre-embedded bolt with concrete, energy 100% contacts and forms screw thread.Service sleeve 14 not off normal should be avoided simultaneously, crooked, if any deflection, adjust in time, pre-embedded bolt of back-outing after concrete setting.
Step 4, remove balcony slab formwork for placing, outside cantilever tripod external corner is close to anti-bank, external corner is fixedly connected with, and is fixedly connected with through the bolt hole 6 on column with split bolt 13 with anti-bank, is screwed in sleeve pipe 14 to strengthen the stability of cantilever tripod through the screw hole 7 on column with screw.
Step 5, set up single protective frame of encorbelmenting, vertical rod longitudinal pitch is not more than 1.5m, step pitch is not more than 0.6m: to be inserted by the connecting pin in cantilever tripod in vertical rod and both to be welded and fixed, balcony slab is set up operating platform frame and formwork-support, by cross bar, vertical rod and operating platform frame are connected and fixed, and connect protective screening outside vertical rod.
Step 6, repeat step 3 to step 5, every two floors set up a protective frame, and scaffolding height is 7.3m, after floor concrete strength meets the demands, dismantling operation paralell and formwork-support.
Claims (5)
1. a cantilever tripod, is the triangular member be welded successively by crossbeam (1), column (2) and diagonal brace (3), it is characterized in that: one end that described crossbeam (1) is connected with diagonal brace (3) fixes a connecting pin (4) straight up; The top of described column (2) has bolt hole (6), bottom has screw hole (7); The both sides of described crossbeam (1) and column (2) are fixed with reinforcing rib (5), and the trend of every root reinforcing rib (5) is along column and crossbeam bending.
2. cantilever tripod according to claim 1, is characterized in that: described diagonal brace (3) has two, the both sides of be separately fixed at column (2) and crossbeam (1).
3. cantilever tripod according to claim 1, is characterized in that: the material of described crossbeam (1) and column (2) is channel-section steel, and the material of described diagonal brace (3) is angle steel.
4. the single protective frame system of encorbelmenting of an application rights requirement 1 or the cantilever tripod described in 2 or 3, be arranged on outside balcony of encorbelmenting outside building, the outside of this balcony is provided with anti-bank, described single protective frame system of encorbelmenting comprises cantilever tripod, vertical rod (8), cross bar (9), the connector (10) of connecting upright pole (8) and cross bar (9), be connected to the protective screening (11) in vertical rod (8) outside, it is characterized in that: described cantilever tripod is fixed round uniform intervals outside anti-bank, column (2) and the anti-bank of cantilever tripod are connected and fixed, connecting pin (4) on crossbeam (1) inserts in vertical rod (8), and be welded and fixed with vertical rod (8), described vertical rod (8) is connected with the operating platform frame set up on balcony by cross bar (9).
5. single protective frame system of encorbelmenting according to claim 4, is characterized in that: described cantilever tripod is fixedly connected with anti-bank with screw by split bolt (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420498246.1U CN204040437U (en) | 2014-09-01 | 2014-09-01 | Cantilever tripod and single-row cantilever protection frame system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420498246.1U CN204040437U (en) | 2014-09-01 | 2014-09-01 | Cantilever tripod and single-row cantilever protection frame system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204040437U true CN204040437U (en) | 2014-12-24 |
Family
ID=52241120
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420498246.1U Expired - Fee Related CN204040437U (en) | 2014-09-01 | 2014-09-01 | Cantilever tripod and single-row cantilever protection frame system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204040437U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100332A (en) * | 2017-05-19 | 2017-08-29 | 金刚幕墙集团有限公司 | A kind of modular aluminium sheet shading system encorbelmented |
| CN110029805A (en) * | 2019-03-26 | 2019-07-19 | 中国五冶集团有限公司 | A kind of adjustable overhanging I-steel pre-embedded device |
| CN113914476A (en) * | 2021-10-19 | 2022-01-11 | 广东宏茂建设管理有限公司 | Construction method of long-size overhanging floating plate |
-
2014
- 2014-09-01 CN CN201420498246.1U patent/CN204040437U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107100332A (en) * | 2017-05-19 | 2017-08-29 | 金刚幕墙集团有限公司 | A kind of modular aluminium sheet shading system encorbelmented |
| CN110029805A (en) * | 2019-03-26 | 2019-07-19 | 中国五冶集团有限公司 | A kind of adjustable overhanging I-steel pre-embedded device |
| CN110029805B (en) * | 2019-03-26 | 2023-10-13 | 中国五冶集团有限公司 | Adjustable I-steel pre-buried device of encorbelmenting |
| CN113914476A (en) * | 2021-10-19 | 2022-01-11 | 广东宏茂建设管理有限公司 | Construction method of long-size overhanging floating plate |
| CN113914476B (en) * | 2021-10-19 | 2022-10-04 | 广东宏茂建设管理有限公司 | Construction method of long-size overhanging floating plate |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207633222U (en) | Bridge pier binder Coping Construction platform | |
| CN106939707B (en) | A kind of restricted clearance large-scale steel structure supporting platform from method for improving | |
| CN103669224A (en) | Method and steel pipe support for construction of arch tower of inclined arch tower double-cable-plane prestressed concrete cable-stayed bridge | |
| CN101503908B (en) | Construction method for spacing suspension cable structural template support platform | |
| CN105421748A (en) | Anchoring device of cantilever scaffold | |
| CN204040437U (en) | Cantilever tripod and single-row cantilever protection frame system | |
| CN202099993U (en) | Lift type external scaffold made of square steel pipes | |
| CN208950265U (en) | A kind of steel structure support moulding bed, full hall scaffold support device | |
| CN102444082A (en) | Light shelf protection structure for over crossing electrified railway bridge | |
| CN208347281U (en) | It is used to support the cantilever steel girder structure of overhanging scaffold | |
| KR20110037676A (en) | Jig for lifting wall and column pre-fabricated steel bar and lifting method using jig | |
| CN205575534U (en) | Lattice formula groined type support body lifting means | |
| CN205531410U (en) | A simply can dismantle construction canopy for steel construction job site | |
| CN205840289U (en) | A kind of suspension type vertical operating platform | |
| CN204803767U (en) | Modular dismouting roof beam truss structure | |
| CN203924655U (en) | Novel elevator shaft operating platform frame | |
| CN209874434U (en) | Simple and easy scaffold frame of encorbelmenting of building high latitude | |
| CN203846841U (en) | Power transmission line iron tower and rest platform thereof | |
| CN109372242B (en) | Elevator shaft construction safety lifting platform device and using method | |
| CN208604911U (en) | A kind of novel suspention beam bracket | |
| CN207143751U (en) | Splice pier top block Support bracket in upstriker section | |
| CN107476200B (en) | Full-hall support staggered overlapping structure and method | |
| CN205275069U (en) | Tower crane attaches wall connection structure | |
| CN110805261A (en) | Steel platform steel beam structure based on prestress reinforcement and construction method | |
| CN205741886U (en) | A kind of extension die shoe frame for the construction of bridge rectangle pier |
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: 20141224 Termination date: 20150901 |
|
| EXPY | Termination of patent right or utility model |