CN208202513U - A kind of overhanging I-steel security hardening structure - Google Patents
A kind of overhanging I-steel security hardening structure Download PDFInfo
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- CN208202513U CN208202513U CN201820608418.4U CN201820608418U CN208202513U CN 208202513 U CN208202513 U CN 208202513U CN 201820608418 U CN201820608418 U CN 201820608418U CN 208202513 U CN208202513 U CN 208202513U
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Abstract
The utility model discloses a kind of overhanging I-steel security hardening structure, including the I-steel stretched out from the overhanging of beam slab edge；The I-steel is equipped with telltale mark, is additionally provided with the stop mechanism being slidably connected with it；The tail portion of the I-steel is connect by rear positioning component with the floor of this layer or beam slab, and the front end of the I-steel is connect by oblique pull wirerope with upper layer beam slab edge.Facilitate location and installation the purpose of the utility model is to provide a kind of, safety coefficient is high, the overhanging I-steel security hardening structure of each component of recycling that can be more intact.
Description
Technical field
The utility model belongs to scaffold fixation means field more particularly to a kind of overhanging I-steel security hardening structure.
Background technique
Construction scaffold security protection be building construction site safety protection important component, usual multilayer or
The scaffold protection of small sized multiple story building object, which is set up, mostly uses console mode protective scaffold；High-rise mostly uses segmentation to overhang
Protective scaffold or whole promotion protective scaffold；It requires to be told somebody what one's real intentions are according to the design of respective Project Construction Organization or scheme, take
If, examination, use, supervision etc..Its builder's jack on the middle and senior level used, which is substantially to be overhang with I-steel from beam slab edge, to be stretched
It is built into the pedestal of scaffold out.There is firm connection structure to overhang I-steel and beam slab, mainly have at present following
Two kinds of ways:
1, reinforcing built-in fitting of U-shaped hot calendering circle 16 round steel of HPB235 Φ of pre-buried clod wash as I-steel.In overhanging type
The end of steel should be designed to wirerope or reinforcing pull rod and upper one layer of major structure of construction oblique pull off-load, and on oblique pull wirerope
The pre-buried hanging ring bar diameter of fixing end answers >=Φ 20mm, the same U type hot calendering circle HPB235 round steel using clod wash.It is building
Build on building site it is most of at present using wirerope come oblique pull off-load, diameter >=Φ 14mm of wirerope specifically will be by calculating really
It is fixed.Present common practice is: generally welding one section of bar dowel or short not less than the position of 100mm apart from fashioned iron overhanging end
Steel pipe, length are about 200mm, general diameter of phi 20mm- Φ 30mm.
2, using JGJ130-2011 " construction fastener type steel pipe scaffold technical specification of security " and Zhong Jian joint-stock company
The U-shaped ring of the pre-buried TBE (threaded both ends) required in 2014 editions " construction site safety protection standard atlas ".
Above-mentioned construction method has the disadvantage that
It is more using material, be not achieved economical environment-protective green construction original intention, the later period remove with gas cutting Floor water plane with
Upper bit is cut off, and causes to waste, can't be used in turn, operator's workload is big, the activity duration is long, construction worker not
Fire risk can also carefully occur, security risk is big.
Chinese patent CN201521113472.4 discloses a kind of overhanging I-steel security hardening structure, including from beam slab side
The I-steel stretched out along overhanging；The front of I-steel is equipped with prelocalization hoop, and the tail portion of I-steel passes through rear positioning component and this
Floor plate or beam slab connection；The front end of I-steel is connect by oblique pull wirerope with upper floor edges of boards edge.The patent solves well
It has determined above-mentioned problem, but has been to have shortcoming in safety precaution, had the following problems: even if 1, I-steel is to anchor
It can not fully ensure that it cannot be moved axially under the coupling mechanism force of bolt and upper casting die；2, the installation positioning of I-steel needs artificial
It borrows other gages and carries out artificial measurement positioning, increase the amount of labour of worker, reduce labor efficiency；3, jackscrew is arranged in lower end,
It is inconvenient, it in work progress, if desired adjusts, worker needs body leaning out safety zone, increases construction personnel's safety
Hidden danger；4, lack limiting device on I-steel, be unable to further progress second protection, can just give birth to security risk；5, spiral shell is anchored
Bolt and anchor plate are using the form welded, though having achieved the effect that recycle, are welding and separating anchor bolt and anchor
Gu when steel plate, all producing destructiveness to workpiece, recovering effect is not apparent.
Utility model content
Facilitate location and installation the purpose of the utility model is to provide a kind of, safety coefficient is high, and recycling that can be more intact is sharp
With the overhanging I-steel security hardening structure of each component.
In order to achieve the above purposes, the technical solution adopted by the utility model is:
A kind of overhanging I-steel security hardening structure, including the I-steel stretched out from the overhanging of beam slab edge；The I-steel
It is equipped with telltale mark, is additionally provided with the stop mechanism being slidably connected with it；The tail portion of the I-steel by rear positioning component with
This layer of floor or beam slab connection, the front end of the I-steel are connect by oblique pull wirerope with upper layer beam slab edge.
Preferably, the stop mechanism includes U-typed snap ring and locking nut；Described in being slidably socketed on I-steel
The bolt hole for being adapted to the locking nut is offered on U-typed snap ring；The locking nut is for the U-typed card that is locked
Relative position of the ring relative to I-steel；The beneficial effect is that: the stop mechanism setting plays one at I-steel both ends
Position-limiting action prevents the secure component at other positions on I-steel from generating security risk when loosening, and plays the work of second protection
With the security performance of the increase overhanging I-steel security hardening structure.
Preferably, the front of the I-steel is cased with positioning hoop, and the positioning hoop is welded by channel steel or steel plate
Square frame-shaped stirrup；The top of square frame-shaped stirrup is welded with spacer bar or pull ring, and the side of square frame-shaped stirrup is equipped with jackscrew；It has
Beneficial effect is: the positioning hoop provides positioning support for the scaffold attachment built on I-steel, facilitates scaffold attached
The installation of part is fixed；The side of the positioning hoop is arranged in the jackscrew, not only can be convenient worker's construction, but also mention
High security operation energy, installs compared to by jackscrew and positions hoop bottom, construction personnel is unlikely to head and body leaning out work
It is operated outside word steel.
Preferably, the rear positioning component includes anchor plate, anchor bolt, upper casting die；Two anchor bolts are by setting
Spacing side by side and lower end is fixed with nut and anchor plate, anchor bolt upper end passes through floor and from bottom to top by I-steel
Tail portion is limited between two anchor bolts, and upper casting die connect and is pressed in anchor bolt I-steel top surface by nut and consolidates
Fixed, the contact surface of the upper casting die and I-steel is equipped with anti-skid structure；The beneficial effect is that: the anchor plate, anchoring
Bolt and upper casting die use the connection type of bolt, compared to the form of welding, have more dismoutability, the recycling of more convenient material
It utilizes；The anti-skid structure improves the frictional force between component, improves the security performance of structure.
Preferably, the upper casting die is orientation angle steel；The beneficial effect is that: the materials of qualitative angle steel, processing are compared
It is convenient, and reliability is much stronger than general steel plate.
Preferably, the anti-skid structure is along the vertically arranged striped of I-steel length direction；The beneficial effect is that: along work
The vertically arranged striped of word steel length direction increases the frictional force between casting die and I-steel, energy after nut check
The axial movement of I-steel is prevented to greatest extent.
Preferably, pvc pipe is cased with outside the anchor bolt；The beneficial effect is that: the pvc pipe is by anchor bolt surface
Keep apart with concrete structure, after the completion of facilitating construction operation, the disassembly of the anchor bolt.
Compared with prior art, the utility model has the beneficial effects that 1, I-steel is equipped with telltale mark, work progress
In facilitate location and installation, save the time, improve labor efficiency；2, the stop mechanism being equipped with has carried out all parts secondary
Protective effect improves safety coefficient；3, it is covered in connection type and anchor bolt removable between rear positioning component all parts
Some pvc pipes, more can be intact so that all parts are recycled after the completion of construction.
Detailed description of the invention
Fig. 1 is a kind of schematic diagram for overhanging I-steel security hardening structure described in embodiment one；
Fig. 2 is the structural schematic diagram of I-steel telltale mark；
Fig. 3 is the structural schematic diagram of stop mechanism；
Fig. 4 is the structural schematic diagram of rear positioning component described in embodiment one；
Fig. 5 is the structural schematic diagram of upper casting die；
Fig. 6 is a kind of schematic diagram for overhanging I-steel security hardening structure described in embodiment two；
Fig. 7 is the structural schematic diagram of rear positioning component described in embodiment two；
In figure: 1, I-steel；1-1, telltale mark；2, stop mechanism；21, U-typed snap ring；22, clamping screw；3, it positions
Hoop；4, spacer bar；5, pull ring；6, jackscrew；7, anchor bolt；8, upper casting die；82, anti-skid structure；9, pvc pipe；10, spiral shell
It is female；11, anchor plate；12, wirerope；13, suspension hook.
Specific embodiment
Below in conjunction with the attached drawing in the utility model, the technical solution of the utility model is clearly and completely retouched
It states, it is clear that the described embodiments are only a part of the embodiments of the utility model, instead of all the embodiments.Based on this
Embodiment in utility model, those of ordinary skill in the art under the conditions of not making creative work it is obtained it is all its
Its embodiment, fall within the protection scope of the utility model.
Embodiment one
As shown in Figs. 1-5, a kind of overhanging I-steel security hardening structure, including the I-shaped stretched out from the overhanging of beam slab edge
Steel 1；Telltale mark 1-1 is indicated with sample punching on the I-steel 1；1 top of I-steel is equipped with movable stop mechanism 2, uses
In to the secondary position limitation protection of other component progress on I-steel 1；The tail portion of the I-steel 1 passes through rear positioning component and this layer
Floor or beam slab connection, the front end of the I-steel 1 pass through suspension hook pre-buried on oblique pull wirerope 12 and upper layer beam slab edge
13 connections.
Preferably, the stop mechanism 2 includes U-typed snap ring 21 and clamping screw 22, is slidably socketed on I-steel 1
The bolt hole for being adapted to the clamping screw 22 is offered on the U-typed snap ring 21；The clamping screw 22 is for being locked
Relative position of the U-typed snap ring 21 relative to I-steel 1；The front of the I-steel 1 is cased with positioning hoop 3, described fixed
Position hoop 3 is the square frame-shaped stirrup being welded by channel steel or steel plate；The top of square frame-shaped stirrup is welded with spacer bar 4 or pull ring 5,
The side of square frame-shaped stirrup is equipped with jackscrew 6；Positioning component includes anchor plate 11, anchor bolt 7, upper casting die 8 after described；Two
Anchor bolt 7 with nut is arranged side by side by the spacing of setting and lower end passes through the circular hole opened up on anchor plate 11, and uses nut
10 are locked connection, and 7 upper end of anchor bolt passes through floor from bottom to top and the tail portion of I-steel 1 is limited in two anchoring spiral shells
Between bolt 7, upper casting die 8 connect with anchor bolt and is pressed in I-steel top surface and fixation, the upper casting die 8 and work by nut 10
The contact surface of word steel 1 is equipped with anti-skid structure 82；It is further preferred that the upper casting die 8 is orientation angle steel；The anti-skid structure
82 is along the vertically arranged stripeds of I-steel length direction；Pvc pipe 9 is cased with outside the anchor bolt.
After the completion of job execution, fastener is dismantled with spanner, taps anchor bolt with conelet, so that it may by intact anchoring spiral shell
Bolt takes out.
Embodiment two
As shown in fig. 6-7, a kind of overhanging I-steel security hardening structure, including the I-steel stretched out from the overhanging of beam slab edge
1；Telltale mark 1-1 is indicated with sample punching on the I-steel 1；1 top of I-steel is equipped with movable stop mechanism 2, is used for
Secondary position limitation protection is carried out to the other component on I-steel 1；The tail portion of the I-steel 1 passes through rear positioning component and this layer
The front end of floor or beam slab connection, the I-steel 1 passes through suspension hook 13 pre-buried on oblique pull wirerope 12 and upper layer beam slab edge
Connection.
Preferably, the stop mechanism 2 includes U-typed snap ring 21 and clamping screw 22, is slidably socketed on I-steel 1
The bolt hole for being adapted to the clamping screw 22 is offered on the U-typed snap ring 21；The clamping screw 22 is for being locked
Relative position of the U-typed snap ring 21 relative to I-steel 1；The front of the I-steel 1 is cased with positioning hoop 3, described fixed
Position hoop 3 is the square frame-shaped stirrup being welded by channel steel or steel plate；The top of square frame-shaped stirrup is welded with spacer bar 4 or pull ring 5,
The side of square frame-shaped stirrup is equipped with jackscrew 6；Positioning component includes anchor plate 11, anchor bolt 7, upper casting die 8 after described；Two
Without nut anchor bolt 7 by setting spacing side by side and lower end passes through the circular hole that opens up on anchor plate, and with pair spiral shells
Mother 10 is locked connection, and 7 upper end of anchor bolt passes through floor from bottom to top and the tail portion of I-steel 1 is limited in two anchorings
Between bolt 7, upper casting die 8 connect with anchor bolt and is pressed in I-steel top surface and fixation by nut 10, the upper casting die 8 and
The contact surface of I-steel 1 is equipped with anti-skid structure 82；It is further preferred that the upper casting die 8 is orientation angle steel；The anti-Slipped Clove Hitch
Structure 82 is along the vertically arranged striped of I-steel length direction；Pvc pipe 9 is cased with outside the anchor bolt.
After the completion of job execution, fastener is dismantled with spanner, taps anchor bolt with conelet, so that it may by intact anchoring spiral shell
Bolt takes out.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (7)
1. a kind of overhanging I-steel security hardening structure, including the I-steel stretched out from the overhanging of beam slab edge；It is characterized by: institute
I-steel is stated equipped with telltale mark, is additionally provided with the stop mechanism being slidably connected with it；The tail portion of the I-steel is fixed after passing through
Hyte part is connect with the floor of this layer or beam slab, and the front end of the I-steel is connected by oblique pull wirerope and upper layer beam slab edge
It connects.
2. a kind of overhanging I-steel security hardening structure according to claim 1, it is characterised in that: the stop mechanism packet
Include U-typed snap ring and locking nut；It is slidably socketed on the U-typed snap ring on I-steel and offers the adaptation locking screw
Female bolt hole；The locking nut is for relative position of the U-typed snap ring relative to I-steel that be locked.
3. a kind of overhanging I-steel security hardening structure according to claim 1, it is characterised in that: before the I-steel
Portion is cased with positioning hoop, and the positioning hoop is the square frame-shaped stirrup being welded by channel steel or steel plate, the top of square frame-shaped stirrup
It is welded with spacer bar or pull ring, the side of square frame-shaped stirrup is equipped with jackscrew.
4. a kind of overhanging I-steel security hardening structure according to claim 1, it is characterised in that: positioning component after described
Including anchor plate, anchor bolt, upper casting die；Two anchor bolts by setting spacing side by side and lower end nut and anchoring steel
Plate is fixed, and anchor bolt upper end is limited in two anchor bolts across floor and by the tail portion of I-steel from bottom to top, on
Casting die connect with anchor bolt and is pressed in I-steel top surface and fixation by nut, on the contact surface of the upper casting die and I-steel
Equipped with anti-skid structure.
5. a kind of overhanging I-steel security hardening structure according to claim 4, it is characterised in that: the upper casting die is fixed
To angle steel.
6. a kind of overhanging I-steel security hardening structure according to claim 4, it is characterised in that: the anti-skid structure is
Along the vertically arranged striped of I-steel length direction.
7. a kind of overhanging I-steel security hardening structure according to claim 4, it is characterised in that: outside the anchor bolt
It is cased with pvc pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820608418.4U CN208202513U (en) | 2018-04-26 | 2018-04-26 | A kind of overhanging I-steel security hardening structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820608418.4U CN208202513U (en) | 2018-04-26 | 2018-04-26 | A kind of overhanging I-steel security hardening structure |
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| CN208202513U true CN208202513U (en) | 2018-12-07 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820608418.4U Active CN208202513U (en) | 2018-04-26 | 2018-04-26 | A kind of overhanging I-steel security hardening structure |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112431407A (en) * | 2020-12-28 | 2021-03-02 | 山东天齐置业集团股份有限公司 | Construction method for formwork of building main body cantilever structure |
| CN115787993A (en) * | 2023-01-10 | 2023-03-14 | 中交烟台环保疏浚有限公司 | Construction method for installing through long overhanging scaffold of drainage gate |
-
2018
- 2018-04-26 CN CN201820608418.4U patent/CN208202513U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112431407A (en) * | 2020-12-28 | 2021-03-02 | 山东天齐置业集团股份有限公司 | Construction method for formwork of building main body cantilever structure |
| CN115787993A (en) * | 2023-01-10 | 2023-03-14 | 中交烟台环保疏浚有限公司 | Construction method for installing through long overhanging scaffold of drainage gate |
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