CN205976580U - Guardrail bar instrument anchor structure is prevented to superelevation layer steel construction - Google Patents
Guardrail bar instrument anchor structure is prevented to superelevation layer steel construction Download PDFInfo
- Publication number
- CN205976580U CN205976580U CN201620909405.1U CN201620909405U CN205976580U CN 205976580 U CN205976580 U CN 205976580U CN 201620909405 U CN201620909405 U CN 201620909405U CN 205976580 U CN205976580 U CN 205976580U
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- China
- Prior art keywords
- guard rail
- super high
- steel structure
- anchor structure
- tool anchor
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 72
- 239000010959 steel Substances 0.000 title claims abstract description 72
- 238000010276 construction Methods 0.000 title abstract description 8
- 230000002787 reinforcement Effects 0.000 claims abstract description 52
- 238000003466 welding Methods 0.000 claims description 20
- 230000001681 protective effect Effects 0.000 claims description 8
- 238000003780 insertion Methods 0.000 claims description 4
- 230000037431 insertion Effects 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims 2
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 238000011900 installation process Methods 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
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Abstract
The utility model provides a guardrail bar instrument anchor structure is prevented to superelevation layer steel construction, including last centre gripping fixed part, lower centre gripping fixed part and hook member, it is used for the connection to prevent guardrail bar with lower centre gripping fixed part to go up centre gripping fixed part, thereby it sets up the one end that forms the centre gripping space between the two and be used for the bottom plate of the I -steel of the fixed superelevation layer steel construction of centre gripping in the interval from top to bottom with lower centre gripping fixed part to go up centre gripping fixed part, hook member can dismantle with lower centre gripping fixed part and be connected, the opening of hook member's couple is used for centre gripping PMKD's the other end towards the centre gripping space. Better, still include reinforcement, first support reinforcement, second support reinforcement. Centre gripping fixed part under the open -ended direction in -cut connection of hook member edge couple. The utility model discloses a guardrail bar instrument anchor structure is prevented to superelevation layer steel construction is fixed simple and convenient, firm, and design benefit, and the structure is succinct, and simple manufacture is suitable for extensive popularization and application.
Description
Technical field
This utility model is related to technical field of building construction, particularly to guard rail technical field, specifically refers to one kind
Super high steel structure guard rail tool anchor structure.
Background technology
In the world height is referred to as high-rise building more than the high building of 30 layers or more than 100m.Therefore, Super High steel knot
Structure generally refers to 30 layers or more than 100m, is mainly connected using shaped steel such as I-steel, steel plate or is welded into component, then through even
The structural system connect, being welded.Super high steel structure commonly uses steel-frame structure, steel frame-concrete core barrel structure form.
Have that lightweight, intensity is high, anti-seismic performance is good due to steel building, can reasonable Arrangement function be interval, construction
Short time limit, recycling are worth high and comprehensive cost low feature, in recent years, steel building particularly super high steel structure
Building gets more and more in China.
With the continuous development of urbanization, resistance of super high-rise steel structures continues to bring out, to super high steel structure construction safety
Guard technology is put forward higher requirement.
In existing super high steel structure installation process, protection is to draw to set twice horizontal wire rope conduct between two columns
Protection in superstructure installation process, steel wire rope span is long, and security protection is not sufficiently stable and steel wire rope bolt hangs over two two
Need on column to weld clasp in advance so that steel wire rope hangs, weld-ring is difficult to remove, and affects steel structure surface anticorrosive coat total quality.
Accordingly, it is desirable to provide a kind of super high steel structure guard rail fixed structure, it is simple for structure, fixation is easy, firm
By firm.
Utility model content
In order to overcome above-mentioned shortcoming of the prior art, a purpose of the present utility model is to provide a kind of Super High steel
Structural shielding railing tool anchor structure, its fixation is easy, firm firm, is suitable to large-scale promotion application.
Another object of the present utility model is to provide a kind of super high steel structure guard rail tool anchor structure, its
Design is ingenious, simple for structure, makes simple, is suitable to large-scale promotion application.
For reaching object above, super high steel structure guard rail tool anchor structure of the present utility model, its feature
Be, including on grip part, under grip part and hook part, described on grip part and described lower clamping
Fixed component is used for connecting guard rail, described on grip part and described under grip the upper and lower interval setting of part from
And grip on described part and described under grip and form grasping part between part and be used for gripping Super High
One end of the base plate of the I-steel of steel construction, described hook part with described under grip part and be detachably connected, described extension
The opening of the hook of hook part is used for gripping the other end of described base plate towards described grasping part.
It is preferred that grip on described part and described under grip part and be used for welding guard rail.
It is preferred that grip on described part and described under grip part for connecting the anti-of described guard rail
Shield vertical rod.
It is preferred that described super high steel structure guard rail tool anchor structure also includes girth member, described girth member
Movable insertion is connected on and grips in part on described and one end is located in described grasping part for being resisted against described base plate
One end on.
It is preferred that described super high steel structure guard rail tool anchor structure also includes the first support reinforcement, institute
State that the first support reinforcement is inclined relative to horizontal setting and one end connects and grips part and the other end is used on described
Connect described guard rail.
More preferably, one end of the first described support reinforcement is welded and is gripped part, or described first on described
The other end of support reinforcement is used for welding described guard rail.
It is preferred that described super high steel structure guard rail tool anchor structure also includes the second support reinforcement, institute
State the second support reinforcement be inclined relative to horizontal setting and one end connect described under grip part and the other end is used for
Connect described guard rail.
More preferably, part, or described second are gripped under one end welding of the second described support reinforcement is described
The other end of support reinforcement is used for welding described guard rail.
It is preferred that gripping portion under described in the direction socket connection of the opening along described hook for the described hook part
Part.
More preferably, described hook part has plug, and described plug is provided with least one first fixing hole, described under
Grip part and there is slot, the side wall of described slot is provided with least one second fixing hole, described plug is plugged in
In described slot, at least one of described first fixing hole and at least one of described second fixing hole are plugged with fixation
Part.
The beneficial effects of the utility model essentially consist in:
1st, super high steel structure guard rail tool anchor structure of the present utility model include gripping part, under
Grip part and hook part, above grip part and under grip part and be used for connecting guard rail, upper clamping
Fixed component and under grip the upper and lower interval setting of part thus upper grip part and under grip between part
Formed grasping part be used for grip super high steel structure the base plate of I-steel one end, hook part with grip
Part is detachably connected, and the opening of the hook of hook part is used for gripping the other end of base plate towards grasping part, therefore,
Fixation is easy, firm firm, is suitable to large-scale promotion application.
2nd, super high steel structure guard rail tool anchor structure of the present utility model include gripping part, under
Grip part and hook part, above grip part and under grip part and be used for connecting guard rail, upper clamping
Fixed component and under grip the upper and lower interval setting of part thus upper grip part and under grip between part
Formed grasping part be used for grip super high steel structure the base plate of I-steel one end, hook part with grip
Part is detachably connected, and the opening of the hook of hook part is used for gripping the other end of base plate towards grasping part, therefore,
Design is ingenious, simple for structure, makes simple, is suitable to large-scale promotion application.
These and other objects of the present utility model, feature and advantage, by following detailed descriptions, accompanying drawing and right will
Try to achieve to fully demonstrate, and can be achieved by means, device and the combinations thereof specially pointed out in claims.
Brief description
Fig. 1 is that a specific embodiment of super high steel structure guard rail tool anchor structure of the present utility model connects
The main view perspective diagram of guard rail and I-steel.
Fig. 2 is the decomposition schematic front view of the structure shown in Fig. 1.
(symbol description)
Part is gripped on 1;Part is gripped under 2;21 slots;22 second fixing holes;3 hook parts;31 hooks;
32 plugs;33 first fixing holes;4 grasping parts;5 girth members;6 first support reinforcement;7 second support reinforcement;8 is fixing
Part;10 I-steel;20 base plates;30 protective upright rods.
Specific embodiment
In order to be more clearly understood that technology contents of the present utility model, describe in detail especially exemplified by following examples.
Refer to shown in Fig. 1-Fig. 2, super high steel structure guard rail tool anchor structure of the present utility model includes
On grip part 1, under grip part 2 and hook part 3, described on grip part 1 and described lower clamping is solid
Determine part 2 to be used for connecting guard rail, described on grip part 1 and described under grip part interval setting about 2
Thus grip on described part 1 and described under grip formed between part 2 grasping part 4 be used for gripping super
One end of the base plate 20 of the I-steel 10 of high-rise steel structure, described hook part 3 with described under grip part 2 and detachably connect
Connect, the opening of the hook 31 of described hook part 3 is used for gripping the another of described base plate 20 towards described grasping part 4
End.
Grip on described part 1 and described under grip part 2 be used for connecting guard rail can adopt any
Suitable structure, in a specific embodiment of the present utility model, described on grip part 1 and described under grip portion
Part 2 is used for welding guard rail.
Grip on described part 1 and described under grip part 2 be used for connecting guard rail can connect described
Any suitable part of guard rail, it is preferred that grip on described part 1 and described under grip part 2 and be used for
Connect the protective upright rod 30 of described guard rail.In a specific embodiment of the present utility model, grip portion on described
Part 1 and described under grip in the case that part 2 is used for welding guard rail, described on grip part 1 and described under
Grip part 2 for welding the protective upright rod 30 of described guard rail.
In order to further enhance the fixation of the one end to described base plate 20, refer to shown in Fig. 1-Fig. 2, new in this practicality
In one specific embodiment of type, described super high steel structure guard rail tool anchor structure also includes girth member 5, described plus
Firmware 5 movable insertion be connected on described grip in part 1 and one end be located in described grasping part 4 be used for being resisted against described
One end of base plate 20 on.
Obviously, girth member 5 can also movable insertion be connected on described under grip in part 2 and one end be located at described clamping
It is used in space 4 being resisted against under described one end of base plate 20, similar effect can be played.
Described girth member 5 can be any suitable part, refer to shown in Fig. 1-Fig. 2, in of the present utility model one tool
In body embodiment, described girth member 5 is the first bolt, described on grip vertically be provided with part 1 first screw (figure
Not shown in), described first bolt thread is engaged in described first screw.First bolt can be such as M10 plain bolt.
In order to increase the intensity gripping part 1 on described, refer to shown in Fig. 1-Fig. 2, of the present utility model one
In specific embodiment, described super high steel structure guard rail tool anchor structure also includes the first support reinforcement 6, described
First support reinforcement 6 is inclined relative to horizontal setting and one end connects and grips part 1 and the other end is used on described
Connect described guard rail.
One end of the first described support reinforcement 6 connects and grips part 1 and the described first support on described
The other end of reinforcement 6 is used for connecting described guard rail and can adopt any suitable structure, more preferably, described first
One end of support reinforcement 6 is welded and is gripped part 1 on described, or the other end of the first described support reinforcement 6 is used for welding
Connect described guard rail.In a specific embodiment of the present utility model, institute is welded in one end of the first described support reinforcement 6
State and grip part 1, and the other end of the first described support reinforcement 6 is used for welding described guard rail.
The other end of the first described support reinforcement 6 is used for connecting described guard rail and can connect described guard rail
Any suitable part, more preferably, the other end of described the first support reinforcement 6 is used for connecting the anti-of described guard rail
Shield vertical rod 30.In a specific embodiment of the present utility model, it is used for welding in the other end of the first described support reinforcement 6
In the case of described guard rail, the other end of the first described support reinforcement 6 is used for welding the protection of described guard rail
Vertical rod 30.
In order to increase described under grip the intensity of part 2, refer to shown in Fig. 1-Fig. 2, of the present utility model one
In specific embodiment, described super high steel structure guard rail tool anchor structure also includes the second support reinforcement 7, described
Second support reinforcement 7 is inclined relative to horizontal setting and one end connect described under grip part 2 and the other end is used for
Connect described guard rail.
Part 2 and the described second support is gripped under one end connection of the second described support reinforcement 7 is described
The other end of reinforcement 7 is used for connecting described guard rail and can adopt any suitable structure, more preferably, described second
Grip part 2 under one end welding of support reinforcement 7 is described, or the other end of the second described support reinforcement 7 is used for welding
Connect described guard rail.In a specific embodiment of the present utility model, institute is welded in one end of the second described support reinforcement 7
State down and grip part 2, and the other end of the second described support reinforcement 7 is used for welding described guard rail.
The other end of the second described support reinforcement 7 is used for connecting described guard rail and can connect described guard rail
Any suitable part, more preferably, the other end of described the second support reinforcement 7 is used for connecting the anti-of described guard rail
Shield vertical rod 30.In a specific embodiment of the present utility model, it is used for welding in the other end of the second described support reinforcement 7
In the case of described guard rail, the other end of the second described support reinforcement 7 is used for welding the protection of described guard rail
Vertical rod 30.
Described hook part 3 with described under grip part 2 and be detachably connected and can adopt any suitable structure, relatively
Goodly, grip part 2 under described in the direction socket connection of the opening along described hook 31 for the described hook part 3.Please join
As shown in Fig. 1-Fig. 2, in a specific embodiment of the present utility model, described hook part 3 has plug 32, described plug 32
On be provided with least one first fixing hole 33, described under grip part 2 and there is slot 21, on the side wall of described slot 21
It is provided with least one second fixing hole 22, described plug 32 is plugged in described slot 21, in described first fixing hole 33
At least one of at least one and described second fixing hole 22 are plugged with fixture 8.
The number of described first fixing hole 33, described second fixing hole 22 and described fixture 8 can determine as needed,
Refer to shown in Fig. 1-Fig. 2, in a specific embodiment of the present utility model, described first fixing hole 33, described second fixation
The number of hole 22 and described fixture 8 is 3.
Described fixture 8, described first fixing hole 33 and described second fixing hole 22 can be any suitable parts,
In a specific embodiment of the present utility model, described fixture 8 is the second bolt, and described first fixing hole 33 is the second screw,
Described second fixing hole 22 is the 3rd screw, and described second bolt thread is engaged on described second screw and described 3rd screw
In.Second bolt can be such as M10 plain bolt.
Grip on described part 1, described under grip part 2, described first support reinforcement 6, described second
Support reinforcement 7 and described hook part 3 can be any suitable parts, in a specific embodiment of the present utility model,
Grip on described part 1, described under grip part 2, described first support reinforcement 6, described second support reinforcing
Part 7 and described hook part 3 are all square tubes.For example grip on described part 1, described under grip part 2, described
One support reinforcement 6 and described second support reinforcement 7 are the square tubes of 40mm (length) * 40mm (width) * 2mm (thickness), institute
State the square tube that hook part 3 is 30mm (length) * 30mm (width) * 1.2mm (thickness).
When this utility model uses, as shown in Fig. 2 hook part 3 and under grip part 2 and be in disassembly status, so
Afterwards by the first support reinforcement 6, on grip part 1, under grip part 2 and the second support reinforcement 7 welds protection
The protective upright rod 30 of railing, then one end of the base plate 20 of I-steel 10 is snapped in grip part 1 and under grip portion
In grasping part 4 between part 2, mobile girth member 5 makes its one end be resisted against on described one end of base plate 20, then will link up with
The opening of the hook 31 of part 3 is mobile towards grasping part 4, hooks the other end of base plate 20, and the plug 32 of hook part 3 is inserted
The slot 21 of part 2 is gripped, then fixture 8 is plugged in the first fixing hole 33 and the second fixing hole 22 under entering, thus
Guard rail is fixed on I-steel 10, finally as shown in Figure 1.
Therefore, this utility model pass through above to grip part 1 and under grip part 2 and connect guard rail, and lead to
Cross grip part 1 and under grip the fixing I-steel 10 of part clamping 2 base plates 20 one end, by hook part
3 hook 31 blocks the other end of the base plate 20 of I-steel 10, then by hook part 3 with grip part 2 and be connected, thus
Guard rail is fixed on I-steel 10, structure is novel, fixing reliable.
It should be noted that, although this utility model is all to say the anchoring of super high steel structure guard rail tool in the whole text
Structure, but super high steel structure guard rail tool anchor structure of the present utility model be equally applicable to high-rise steel structure and
Low layer steel construction.
To sum up, super high steel structure guard rail tool anchor structure fixation of the present utility model is easy, firm firm,
And design ingenious, and simple for structure, make simple, be suitable to large-scale promotion application.
As can be seen here, the purpose of this utility model completely and is effectively achieved.Function of the present utility model and
Structural principle has been shown in an embodiment and has been illustrated, without departing substantially under described principle, embodiment can arbitrarily be changed.Institute
So that this utility model includes all variant embodiment based on claim spirit and right.
Claims (10)
1. a kind of super high steel structure guard rail tool anchor structure it is characterised in that include on grip part, under
Grip part and hook part, described on grip part and described under grip part and be used for connecting guard rail
Bar, described on grip part and described under grip the upper and lower interval setting of part thus gripping part on described
And grip under described and form grasping part between part and be used for gripping the base plate of I-steel of super high steel structure
One end, described hook part with described under grip part and be detachably connected, the opening direction of the hook of described hook part
Described grasping part is used for gripping the other end of described base plate.
2. super high steel structure guard rail tool anchor structure as claimed in claim 1 is it is characterised in that described upper folder
Hold fixed component and described under grip part and be used for welding guard rail.
3. super high steel structure guard rail tool anchor structure as claimed in claim 1 is it is characterised in that described upper folder
Hold fixed component and described under grip part for connecting the protective upright rod of described guard rail.
4. super high steel structure guard rail tool anchor structure as claimed in claim 1 is it is characterised in that described superelevation
Layer steel structure protective railing tool anchor structure also includes girth member, and it is solid that described girth member movable insertion is connected on described upper clamping
Determine in part and one end is located in described grasping part for being resisted against one end of described base plate.
5. super high steel structure guard rail tool anchor structure as claimed in claim 1 is it is characterised in that described superelevation
Layer steel structure protective railing tool anchor structure also includes the first support reinforcement, and described first support reinforcement is with respect to water
Planar tilt setting and one end connect and grip part and the other end is used for connecting described guard rail on described.
6. super high steel structure guard rail tool anchor structure as claimed in claim 5 is it is characterised in that described
One end of one support reinforcement is welded and is gripped part on described, or the other end of the first described support reinforcement is used for welding
Connect described guard rail.
7. super high steel structure guard rail tool anchor structure as claimed in claim 1 is it is characterised in that described superelevation
Layer steel structure protective railing tool anchor structure also includes the second support reinforcement, and described second support reinforcement is with respect to water
Planar tilt setting and one end connect described under grip part and the other end is used for connecting described guard rail.
8. super high steel structure guard rail tool anchor structure as claimed in claim 7 is it is characterised in that described
Grip part under one end welding of two support reinforcement is described, or the other end of the second described support reinforcement is used for welding
Connect described guard rail.
9. super high steel structure guard rail tool anchor structure as claimed in claim 1 is it is characterised in that described hook
Part is gripped under described in the direction socket connection of the opening along described hook for the part.
10. super high steel structure guard rail tool anchor structure as claimed in claim 9 is it is characterised in that described extension
Hook part has plug, and described plug is provided with least one first fixing hole, described under grip part there is slot,
At least one second fixing hole is provided with the side wall of described slot, described plug is plugged in described slot, described first is solid
Determine at least one of at least one of hole and described second fixing hole and be plugged with fixture.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620909405.1U CN205976580U (en) | 2016-08-19 | 2016-08-19 | Guardrail bar instrument anchor structure is prevented to superelevation layer steel construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201620909405.1U CN205976580U (en) | 2016-08-19 | 2016-08-19 | Guardrail bar instrument anchor structure is prevented to superelevation layer steel construction |
Publications (1)
Publication Number | Publication Date |
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CN205976580U true CN205976580U (en) | 2017-02-22 |
Family
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CN201620909405.1U Expired - Fee Related CN205976580U (en) | 2016-08-19 | 2016-08-19 | Guardrail bar instrument anchor structure is prevented to superelevation layer steel construction |
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CN (1) | CN205976580U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111877726A (en) * | 2020-07-06 | 2020-11-03 | 中建七局第一建筑有限公司 | Construction method of semi-climbing type protective outer frame based on steel pipe concrete bundle structure |
CN113944339A (en) * | 2021-10-29 | 2022-01-18 | 国网河北省电力有限公司衡水供电分公司 | Fixing device and protective structure for installing steel structure fence |
-
2016
- 2016-08-19 CN CN201620909405.1U patent/CN205976580U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111877726A (en) * | 2020-07-06 | 2020-11-03 | 中建七局第一建筑有限公司 | Construction method of semi-climbing type protective outer frame based on steel pipe concrete bundle structure |
CN113944339A (en) * | 2021-10-29 | 2022-01-18 | 国网河北省电力有限公司衡水供电分公司 | Fixing device and protective structure for installing steel structure fence |
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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: 20170222 |
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CF01 | Termination of patent right due to non-payment of annual fee |