CN207728113U - A kind of steel fiber reinforced concrete fabricated construction guardrail - Google Patents
A kind of steel fiber reinforced concrete fabricated construction guardrail Download PDFInfo
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- CN207728113U CN207728113U CN201721649059.9U CN201721649059U CN207728113U CN 207728113 U CN207728113 U CN 207728113U CN 201721649059 U CN201721649059 U CN 201721649059U CN 207728113 U CN207728113 U CN 207728113U
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- wind
- resistant column
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- curtain wall
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Abstract
The utility model discloses a kind of steel fiber reinforced concrete fabricated construction guardrails, including wind-resistant column and curtain wall penel, the wind-resistant column bottom end is provided with for passing through bolt and the mutually fixed setscrew mouth in ground, the curtain wall penel is arranged in the both sides of wind-resistant column, the curtain wall penel both sides offer several abutting slots along its length, the wind-resistant column in abut the opposite position sliding of slot be provided with for the abutting block that abuts slot and abut against, it is provided in the wind-resistant column for driving the drive component for abutting block and entering in abutting slot, its key points of the technical solution are that the use cost of construction guardrail can be reduced to a certain extent.
Description
Technical field
The utility model is related to the realm of building construction, more particularly to a kind of steel fiber reinforced concrete fabricated construction guardrail.
Background technology
Steel fiber reinforced concrete is using normal concrete as matrix, and a kind of high-performance for mixing suitable steel fibre and forming is multiple
Condensation material, since the resistance of the steel fibre of random distribution is split and enhancement effect so that steel fiber reinforced concrete has than normal concrete
Higher intensity and better toughness.
Usually construction guardrail is used for construction ground band, and construction ground band thing is mixed and disorderly and big machinery is relatively more, and common PVC is applied
Work guardrail is very easy to be damaged, and the cost of PVC construction guardrails is relatively high, and the cost that damage is replaced is higher, and by
It is long in construction period, it can the preferable concrete construction guardrail of use intensity.
Existing middle concrete construction guardrail is generally comprised to be formed by connecting by wind-resistant column and curtain wall penel, and wind-resistant column is fixed on ground
On, curtain wall penel is fixed on above wind-resistant column, and general curtain wall penel is set as a whole row in one direction, is poured with wind-resistant column
Form, cannot individually separate, may result in curtain wall penel when somewhere occurring damaging or opening being needed to be gone on a journey, replace or
It operates very troublesome, since damage cannot recycle, cost is also relatively high.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of steel fiber reinforced concrete assembleds
Construction guardrail, can reduce the use cost of construction guardrail to a certain extent.
The above-mentioned technical purpose of the utility model technical scheme is that：
A kind of steel fiber reinforced concrete fabricated construction guardrail, including wind-resistant column and curtain wall penel, the wind-resistant column bottom end setting
It is useful for through bolt and the mutually fixed setscrew mouth in ground, the curtain wall penel is arranged in the both sides of wind-resistant column, the enclosure wall
Plate both sides offer several abutting slots along its length, and the wind-resistant column is provided in the opposite position sliding of abutting slot and is used for
With the abutting block for abutting slot and abutting against, it is provided in the wind-resistant column and abuts block for driving and enter the driving group abutted in slot
Part.
So set, being connect with bolt thread by the setscrew mouth for being opened in wind-resistant column, and bolt and ground are connected
It connects, realizes the fixation of wind-resistant column, then place curtain wall penel between wind-resistant column, under the driving effect of drive component, be located at wind resistance
Abutting block on column fastens with the abutting slot on curtain wall penel, fixation of the curtain wall penel on wind-resistant column is realized, compared to PVC classes
Construction guardrail, stronger, it is not easy to be destroyed, ensure that use cost；
And wind-resistant column is connect with curtain wall penel by way of engaging, can be separated from each other, i.e., wind-resistant column can with curtain wall penel
To be separated from each other so that wind-resistant column and curtain wall penel may be reused, and when being damaged or carry out out one for one section wherein
When a notch, whole section need not be replaced or destroyed, it is only necessary to corresponding that piece of curtain wall penel is replaced, to a certain degree
On reduce use cost.
Further preferably：First slope is provided on the abutting block, the driving component includes and first slope phase
Cooperation abuts the drive block and be threadably mounted on wind-resistant column to turn with drive block that block is moved towards abutting slot direction for pushing
The threaded rod of dynamic connection is provided in the wind-resistant column and the reply part that abuts block and drive block and be connected.
So set, in the case where threaded rod rotates, threaded rod moves in wind-resistant column, and threaded rod can be with drive block phase
It pushes against, and drive block is pushed to be moved along, drive block pushes abutting block to be slided towards slot direction is abutted, final to abut block and abut
Slot fastens, and realizes curtain wall penel and the interconnection of wind-resistant column and the fixation of curtain wall penel, and then realizes the removable of construction guardrail
It unloads, is easily installed and replaces, the use cost of construction guardrail can be reduced to a certain extent；
And threaded rod is rotated backward, threaded rod carries out the direction detached with drive block movement, by the reply for replying part
Effect so that drive block and abut block detach, abut block with abutting slot detach, realization wind-resistant column and curtain wall penel it is detachable.
Further preferably：The reply part include with abut block be connected for provide abut block be detached from abut slot pulling force
First spring and for provide drive block with abut block phase separation second spring.
So set, when needing curtain wall penel and wind resistance post separation, threaded rod is rotated, threaded rod is towards the direction outside wind-resistant column
Mobile, under the reply force effect of second spring, drive block detaches drive block with block is abutted so that abuts block and is detached from by drive block
The state of abutting, and block is abutted under the reply force effect of the first spring, the movement detached with abutting slot is carried out, it is final to abut
Block enters in wind-resistant column so that curtain wall penel is detached from fixed effect with wind resistance plate；
The effect for replying part is mainly used for one restoring force detached with abutting slot of offer abutting block, realizes curtain wall penel and resists
The separation of wind column.
Further preferably：The casing being threadedly coupled with threaded rod is provided on the wind-resistant column.
So set, since wind-resistant column is that concreting forms, threaded rod after rotation, can repeatedly be worn on wind-resistant column
Screw thread, eventually result in and can not achieve anti-skidding effect between threaded rod and wind-resistant column, pass through be arranged a casing, casing peace
On wind-resistant column, it is threadedly coupled with internal surface of sleeve pipe by threaded rod, it is ensured that threaded rod will not be influenced by being used for multiple times
Required antiskid effect, improves the anti-skidding time limit of threaded rod to a certain extent, and prevents in turn repeatedly to threaded rod
Replacement.
Further preferably：The wind-resistant column is slided in curtain wall penel both sides and is provided with for clamping curtain wall penel in centre
Clamping plate.
So set, skidding off clamping plate by the both sides in curtain wall penel, it is therefore prevented that the shaking of curtain wall penel by a small margin reaches
The effect of limit can reduce to abut block and abutting slot connectivity robustness because of the shaking of curtain wall penel by a small margin, thus clamping plate
The connectivity robustness that can be improved and abut block and abut slot is set；
And the limit that block is accomplished that the movement of curtain wall penel is abutted, is matched for clamping tightly the limit of the anti-rock of plate so that support
It connects block and is accomplished that the anti-limit slided up and down, under mutual cooperation, it is ensured that curtain wall penel is connect more secured with wind-resistant column.
Further preferably：It is provided with convex block on the clamping plate, offers on the wind-resistant column and is slided for convex block level
Sliding groove.
So set, by the setting of convex block, position-limiting action can be carried out to clamping plate, prevent clamping plate height and position from moving
It is dynamic to cause to tilt, it causes clamping plate built on the sand, is acted on by the fixed-point position-limiting of convex block, realize the stabilization and securely of clamping plate.
Further preferably：Several spliced eyes are offered on the clamping plate, are slided on the wind-resistant column and are provided with and insert
Connect the shank that hole plugs.
So set, by the connection of spliced eye and shank, horizontally slipping for clamping plate can be prevented, influences clamping
The position-limiting action of plate can improve the clamping position-limiting action of clamping plate to a certain extent.
Further preferably：The wind-resistant column bottom end is provided with the tripod to offset with ground.
So set, by the supporting role of tripod, wind-resistant column can be made to be connect with ground more secured.
In conclusion the utility model having the beneficial effect that in contrast to the prior art：It, can under the rotary action of threaded rod
It abuts block to be pushed by drive block and is connect with slot is abutted, realization curtain wall penel and wind-resistant column are connected and fixed effect, and coordinate
The clamping position-limiting action of upper clamping plate can more firmly realize the fixation of curtain wall penel；When threaded rod rotates backward,
Under the reply force effect of one spring and second spring, the separation for abutting block with abutting slot may be implemented, realize curtain wall penel and wind resistance
The separation of column.
Description of the drawings
Fig. 1 is the structural schematic diagram of embodiment；
Fig. 2 is the structural schematic diagram of A in embodiment Fig. 1；
Fig. 3 is the internal structure schematic diagram of wind-resistant column and curtain wall penel in embodiment Fig. 1.
Reference numeral：1, wind-resistant column；2, curtain wall penel；21, slot is abutted；3, block is abutted；31, first slope；4, drive block；
41, the second slope；5, threaded rod；6, the first spring；7, second spring；8, casing；9, clamping plate；10, convex block；11, spliced eye；
12, shank；13, tripod.
Specific implementation mode
The utility model is described in further detail below in conjunction with attached drawing.
A kind of steel fiber reinforced concrete fabricated construction guardrail, referring to Figures 1 and 2 shown in, including wind-resistant column 1, curtain wall penel 2,
Clamping plate 9, tripod 13.
Wherein, wind-resistant column 1 is set as steel fiber reinforced concrete, and 1 bottom end of wind-resistant column is provided with setscrew mouth（Do not show in figure
Go out）, staff mutually fixes wind-resistant column 1 with ground by bolt, and the side of wind-resistant column 1 is provided with and offsets with ground
Tripod 13, realize the firm of wind-resistant column 1.
With reference to shown in Fig. 3, curtain wall penel 2 is arranged in the both sides of wind-resistant column 1, in addition to the wind-resistant column 1 positioned at end only with one piece
Curtain wall penel 2 is connected, and when curtain wall penel 2 is stood between wind-resistant column 1, the both sides of curtain wall penel 2 offer several along its length
Abut slot 21, wind-resistant column 1 in abut the opposite position sliding of slot 21 be provided with for abut the abutting block 3 that slot 21 abuts against and support
It connects block 3 to be located in wind-resistant column 1, be provided in wind-resistant column 1 for driving the drive component for abutting block 3 and entering in abutting slot 21,
Drive component, which can drive, abuts 3 part of block protrusion wind-resistant column 1, enters in curtain wall penel 2.
It abuts and is provided with first slope 31 on block 3, drive component includes matching to abut for pushing with first slope 31
Block 3 towards the drive block 4 for abutting the movement of slot 21 direction, be provided on drive block 4 with 31 matched second slope 41 of first slope,
Threaded rod 5 is rotatablely equipped on drive block 4,5 one end of threaded rod is abutted with drive block 4, and the other end is pierced by wind-resistant column 1, and resists
Casing 8 is installed on wind column 1, screw thread is provided on the inner wall of casing 8, this screw thread with threaded rod 5 for being threadedly coupled.
It is noted that being provided with the reply part connected with block 3 and drive block 4 is abutted in wind-resistant column 1, replying part includes
It is connected for providing the first spring 6 for abutting block 3 and being detached from abutting 21 pulling force of slot with block 3 is abutted, is provided on drive block 4 for carrying
For drive block 4 and the second spring 7 for abutting the phase separation of block 3.
It is provided with it is worth noting that wind-resistant column 1 is slided in the both sides of curtain wall penel 2 for clamping curtain wall penel 2 in centre
Clamping plate 9, curtain wall penel 2 can be clamped in centre, have the function that limit, that is, prevent curtain wall penel 2 from shaking, and clamping plate
It is provided with convex block 10 on 9, the sliding groove for the horizontal sliding of convex block 10 is offered on wind-resistant column 1.
Wherein, several spliced eyes 11 are offered on clamping plate 9, sliding is provided on wind-resistant column 1 plugs with spliced eye 11
Shank 12, shank 12 connect with spliced eye 11, can prevent clamping plate 9 from horizontally slipping.
The course of work：
It first passes through that bolt fixes wind-resistant column 1 on the ground and tripod 13 is fixed on ground and wind-resistant column 1, draws
Go out the clamping plate 9 on wind-resistant column 1, be plugged into inserting groove by shank 12, realize the fixation of clamping plate 9, places curtain wall penel 2
Between wind-resistant column 1, and it is placed between two pieces of clamping plates 9；
Threaded rod 5 is rotated, threaded rod 5 is moved towards 1 internal direction of wind-resistant column, and drive block 4 is pushed to be moved along, and at this time second
Spring 7 is in the state stretched, and during drive block 4 moves, the second slope 41 is pushed against with first slope 31, and is pushed and supported
Block 3 is connect toward the direction movement for abutting slot 21,3 script of block is abutted and is located in wind-resistant column 1, abutting block 3 can be slowly sliding out of wind-resistant column 1
Go out, and enter and abut in slot 21, realizes the fixation between curtain wall penel 2 and wind-resistant column 1.
Need dismantle curtain wall penel 2 when, rotate backward threaded rod 5, drive block 4 under the reply force effect of second spring 7,
Disengaging movement is carried out with block 3 is abutted, and abuts block 3 under the reply force effect of the first spring 6, detaches, pulls out with slot 21 is abutted
Go out shank 12 so that shank 12 is detached with spliced eye 11, is pushed clamping plate 9 to enter in wind-resistant column 1, is achieved that enclosure wall
The separation of plate 2 and wind-resistant column 1.
The above is only the exemplary embodiment of the utility model, the protection model rather than limited the present invention
It encloses, the scope of protection of the utility model is determined by the attached claims.
Claims (8)
1. a kind of steel fiber reinforced concrete fabricated construction guardrail, including wind-resistant column (1) and curtain wall penel (2), it is characterized in that：It is described anti-
Wind column (1) bottom end is provided with for by bolt and the mutually fixed setscrew mouth in ground, the curtain wall penel (2) to be arranged in wind resistance
The both sides of column (1), curtain wall penel (2) both sides offer several abutting slots (21) along its length, the wind-resistant column (1) in
Abut the opposite position sliding of slot (21) be provided with for the abutting block (3) that abuts slot (21) and abut against, the wind-resistant column (1)
It is inside provided with for driving the drive component for abutting block (3) and entering in abutting slot (21).
2. a kind of steel fiber reinforced concrete fabricated construction guardrail according to claim 1, it is characterized in that：The abutting block
(3) first slope (31) is provided on, the driving component includes matching to abut block (3) for pushing with first slope (31)
Towards the drive block (4) for abutting the movement of slot (21) direction and it is threadably mounted on wind-resistant column (1) to rotate company with drive block (4)
The threaded rod (5) connect is provided in the wind-resistant column (1) and the reply part that abuts block (3) and drive block (4) and be connected.
3. a kind of steel fiber reinforced concrete fabricated construction guardrail according to claim 2, it is characterized in that：The reply part packet
Include with abut block (3) be connected for provides abut block (3) be detached from abutting slot (21) pulling force the first spring (6) and for carrying
For drive block (4) and the second spring (7) for abutting block (3) phase separation.
4. a kind of steel fiber reinforced concrete fabricated construction guardrail according to claim 2, it is characterized in that：The wind-resistant column
(1) casing (8) being threadedly coupled with threaded rod (5) is provided on.
5. a kind of steel fiber reinforced concrete fabricated construction guardrail according to claim 1, it is characterized in that：The wind-resistant column
(1) it slides and is provided with for clamping curtain wall penel (2) in intermediate clamping plate (9) in curtain wall penel (2) both sides.
6. a kind of steel fiber reinforced concrete fabricated construction guardrail according to claim 5, it is characterized in that：The clamping plate
(9) it is provided with convex block (10) on, the sliding groove for the horizontal sliding of convex block (10) is offered on the wind-resistant column (1).
7. a kind of steel fiber reinforced concrete fabricated construction guardrail according to claim 6, it is characterized in that：The clamping plate
(9) several spliced eyes (11) are offered on, and the shank for being provided with and being plugged with spliced eye (11) is slided on the wind-resistant column (1)
(12)。
8. a kind of steel fiber reinforced concrete fabricated construction guardrail according to claim 1, it is characterized in that：The wind-resistant column
(1) bottom end is provided with the tripod (13) to offset with ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721649059.9U CN207728113U (en) | 2017-11-30 | 2017-11-30 | A kind of steel fiber reinforced concrete fabricated construction guardrail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721649059.9U CN207728113U (en) | 2017-11-30 | 2017-11-30 | A kind of steel fiber reinforced concrete fabricated construction guardrail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207728113U true CN207728113U (en) | 2018-08-14 |
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ID=63088844
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721649059.9U Active CN207728113U (en) | 2017-11-30 | 2017-11-30 | A kind of steel fiber reinforced concrete fabricated construction guardrail |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667469A (en) * | 2018-12-29 | 2019-04-23 | 龙信集团江苏建筑产业有限公司 | A kind of prefabricated assembled recycling enclosure wall |
| CN111719911A (en) * | 2020-06-01 | 2020-09-29 | 浙江德宝通讯科技股份有限公司 | Energy-saving portable self-supporting base station |
| CN112160475A (en) * | 2020-10-12 | 2021-01-01 | 台州技创机械科技有限公司 | Curtain wall closed cavity keel system and construction method thereof |
| CN113266103A (en) * | 2021-04-23 | 2021-08-17 | 上海德森建筑设计有限公司 | Assembled building board |
| CN114108503A (en) * | 2021-12-11 | 2022-03-01 | 安徽华睿水利建设有限公司 | Water conservancy culvert support |
-
2017
- 2017-11-30 CN CN201721649059.9U patent/CN207728113U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109667469A (en) * | 2018-12-29 | 2019-04-23 | 龙信集团江苏建筑产业有限公司 | A kind of prefabricated assembled recycling enclosure wall |
| CN111719911A (en) * | 2020-06-01 | 2020-09-29 | 浙江德宝通讯科技股份有限公司 | Energy-saving portable self-supporting base station |
| CN112160475A (en) * | 2020-10-12 | 2021-01-01 | 台州技创机械科技有限公司 | Curtain wall closed cavity keel system and construction method thereof |
| CN112160475B (en) * | 2020-10-12 | 2022-04-12 | 台州技创机械科技有限公司 | Curtain wall closed cavity keel system and construction method thereof |
| CN113266103A (en) * | 2021-04-23 | 2021-08-17 | 上海德森建筑设计有限公司 | Assembled building board |
| CN114108503A (en) * | 2021-12-11 | 2022-03-01 | 安徽华睿水利建设有限公司 | Water conservancy culvert support |
| CN114108503B (en) * | 2021-12-11 | 2022-12-06 | 安徽华睿水利建设有限公司 | Water conservancy culvert support |
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