CN107700387A - A kind of reinforcement structure for guard rail - Google Patents
A kind of reinforcement structure for guard rail Download PDFInfo
- Publication number
- CN107700387A CN107700387A CN201710943809.1A CN201710943809A CN107700387A CN 107700387 A CN107700387 A CN 107700387A CN 201710943809 A CN201710943809 A CN 201710943809A CN 107700387 A CN107700387 A CN 107700387A
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- China
- Prior art keywords
- guard rail
- reinforcement
- hollow channel
- self
- rope section
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 136
- 238000003780 insertion Methods 0.000 claims abstract description 30
- 230000037431 insertion Effects 0.000 claims abstract description 30
- 229920003023 plastic Polymers 0.000 claims description 36
- 239000004033 plastic Substances 0.000 claims description 36
- 238000003860 storage Methods 0.000 claims description 36
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 36
- 238000005520 cutting process Methods 0.000 claims description 30
- 230000004888 barrier function Effects 0.000 claims description 16
- 230000008878 coupling Effects 0.000 claims description 10
- 238000010168 coupling process Methods 0.000 claims description 10
- 238000005859 coupling reaction Methods 0.000 claims description 10
- 238000007789 sealing Methods 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 239000002184 metal Substances 0.000 claims description 4
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 12
- 238000009434 installation Methods 0.000 abstract description 12
- 230000002153 concerted effect Effects 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 230000008859 change Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 210000005056 cell body Anatomy 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000009182 swimming Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
- E01F15/0407—Metal rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F13/00—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions
- E01F13/02—Arrangements for obstructing or restricting traffic, e.g. gates, barricades ; Preventing passage of vehicles of selected category or dimensions free-standing; portable, e.g. for guarding open manholes ; Portable signs or signals specially adapted for fitting to portable barriers
- E01F13/022—Pedestrian barriers; Barriers for channelling or controlling crowds
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/04—Continuous barriers extending along roads or between traffic lanes essentially made of longitudinal beams or rigid strips supported above ground at spaced points
- E01F15/0407—Metal rails
- E01F15/0423—Details of rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/06—Continuous barriers extending along roads or between traffic lanes essentially made of cables, nettings or the like
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/081—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material
- E01F15/083—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks characterised by the use of a specific material using concrete
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F15/00—Safety arrangements for slowing, redirecting or stopping errant vehicles, e.g. guard posts or bollards; Arrangements for reducing damage to roadside structures due to vehicular impact
- E01F15/02—Continuous barriers extending along roads or between traffic lanes
- E01F15/08—Continuous barriers extending along roads or between traffic lanes essentially made of walls or wall-like elements ; Cable-linked blocks
- E01F15/088—Details of element connection
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Aviation & Aerospace Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of reinforcement structure for guard rail, guard rail body is equipped with the hollow channel of insertion, the hollow channel of adjacent guard rail body is mutually communicated in the same horizontal position, it is additionally provided with and strengthens rope union body, the reinforcement rope union body is formed by the alternate connection of reinforcement rope section and self-locking deck, the union body insertion of reinforcement rope is arranged in the hollow channel of whole guard rail and two ends are fixedly connected on two terminals of guard rail, the every reinforcement rope section both ends are respectively arranged with buckle head, the end of adjacent two reinforcements rope section and buckle head are individually positioned in the internal cavity of self-locking deck.The advantages of present invention has the guardrail structure for the hollow channel that can be widely used in being provided with insertion in various guard rail bodies, can greatly strengthen the structural soundness and Anti-knocking ability of guard rail after use, and installation operation is convenient, simple in construction.
Description
Technical field
The present invention relates to guard rail technical field, particularly a kind of reinforcement structure for guard rail.
Background technology
Now, urban road, square periphery, guard rail progress is widely used in critical facility and place around building etc.
Isolation, protection, shunting.Guard rail should isolated crowd also to isolate vehicle, should prevent from being pushed over by crowded crowd, also to prevent
The collision of vehicle, vehicle in even running at high speed is not intended to or intentional collision, and this impact strength to guard rail proposes
Very high requirement.
Chinese patent《Arrester wires coupling arrangement built in a kind of guard rail use》（Notification number CN 204000690U）Describe one
Kind, which couples the connection button that the coupling head on arrester wires is respectively placed in principal post with the arrester wires in the U-type groove body on connection seat, to be tied
Structure（Referring to the 0022nd section of the 6th row of the patent specification and accompanying drawing 2,3）, this is a kind of connection for detaining flexibility（Said referring to the patent
The 0015th section of bright book）.
But when actual installation is constructed, had a slight curvature due to hard as the steel wire rope for stopping rope, can only be with its nature
State cloth is come in the U-type groove body in crossbeam and column, for wirerope diameter, the crossbeam inner chamber and U-type groove body
Neck must leave a larger space and can just steel wire rope is smoothly loaded, relative two connections in U-type groove body
Sufficiently large distance is also reserved between head（Influenceed by factors such as the shrinkage thermal expansion of steel wire rope and flexural deformations）.But U-type groove
The neck of body is opening, and U-type groove body do not close in itself, can only rely on in column couple button and connection seat is worked in coordination
Moving or coming off for steel wire rope and coupling head can be limited reluctantly.
This arrester wires coupling arrangement is influenceed during long-term use by factors such as shrinkage thermal expansion and flexural deformations, U-shaped
Cell body occurs with the cooperation of connection button and connection seat in column to be separated or releases, and part coupling head can depart from U-type groove body
Neck；Particularly when guard rail is collided by the strength of such as vehicle, guard rail can produce strong deformation, just at last usually
The intact coupling head being stuck in U-type groove body neck is also possible to release.As long as have in that section of guard rail strongly collided
One coupling head departs from the neck of U-type groove body, then the Anti-knocking performance of this section of guard rail will substantially reduce, because being provided with guard rail
Arrester wires coupling arrangement and caused Anti-knocking ability by pop-off totally.
And the technical scheme of the patent is only applicable to barrier chip guard rail, for the guard rail of other forms and structure
Such as concrete pier formula guard rail or plastic seal shell intermediate water storage formula guard rail do not apply to simultaneously.
The content of the invention
It is an object of the invention to provide a kind of reinforcement structure for guard rail, and it can be widely used in various guard rails
The guardrail structure of the hollow channel of insertion is provided with body, can greatly strengthen the structural soundness of guard rail after use and prevent
Collision ability, and installation operation is convenient, simple in construction.
The present invention solve its technical problem solution be：
A kind of reinforcement structure for guard rail, including guard rail body, the guard rail body are equipped with the hollow logical of insertion
Road（2）, the hollow channel of adjacent guard rail body（2）It is mutually communicated in the same horizontal position, is additionally provided with and strengthens Suo Lianjie
Body, the reinforcement rope union body is by reinforcement rope section（1）With self-locking deck（3）Alternate connection forms, and strengthens the insertion of rope union body and sets
Put the hollow channel in whole guard rail（2）Interior and two ends are fixedly connected on two terminals of guard rail, the every reinforcement
Rope section（1）Both ends are respectively arranged with buckle head（1-1）, the self-locking deck（3）Including interior cutting ferrule part（4）With external lock external member
（5）, the interior cutting ferrule part（4）Including c-type body（4-2）, positioned at c-type body（4-2）The baffle plate of both side ends（4-1）, the C
Jacket body（4-2）Provided with the first opening（4-3）, the baffle plate（4-1）It was provided with the U-type groove in the center of circle（4-5）, adjacent two reinforcements
Rope section（1）End and buckle head（1-1）It is individually positioned in the baffle plate（4-1）The U-type groove of both sides（4-5）Upper and c-type body
（4-2）Internal cavity in, the external lock external member（5）Including c-type nest plate（5-1）, the c-type nest plate（5-1）Provided with the second opening
（5-3）, c-type nest plate（5-1）It is enclosed on the c-type body（4-2）Outer surface.
Further, the c-type body（4-2）First opening（4-3）Width be slightly larger than the buckle head（1-1）'s
Radial dimension, the baffle plate（4-1）U-type groove（4-5）Groove width slightly larger than it is described reinforcement rope section（1）Radial dimension.
Further, the c-type nest plate（5-1）With the c-type body（4-2）For concentric, c-type nest plate（5-1）It is interior
Footpath is slightly smaller than c-type body（4-2）External diameter, the c-type nest plate（5-1）Second opening（5-3）Width be equal to or slightly greater than
The c-type body（4-2）First opening（4-3）Width.
Further, the interior cutting ferrule part（4）It is additionally provided with the first in command（4-4）, the first in command（4-4）It is axially disposed at
C-type body（4-2）It is upper to be open with first（4-3）Opposite to each other to outside center, the external lock external member（5）It is additionally provided with the second in command
（5-2）, the second in command（5-2）It is axially disposed at c-type nest plate（5-1）It is upper to be open with second（5-3）Opposite to each other to outside center,
The second in command（5-2）Less than the first in command（4-4）.
Further, the reinforcement rope section（1）It is wirerope or strip reinforcing bar or chain or metal cord.
Further, the guard rail body is by barrier lamellar body（6-1）And column（6-2）It is alternate to set and be fixedly connected with group
Into the barrier lamellar body（6-1）Interior the first hollow channel for being provided with insertion（2-1）, the column（6-2）It is interior to be provided with the of insertion
Two hollow channels（2-2）, adjacent barrier lamellar body（6-1）The first hollow channel（2-1）And column（6-2）It is second hollow logical
Road（2-2）It is mutually communicated in the same horizontal position, each barrier lamellar body（6-1）The first hollow channel（2-1）Inside it is respectively provided with
There is a reinforcement rope section（1）, each column（6-2）The second hollow channel（2-2）It is adjacent two to be inside provided with a connection
Strengthen rope section（1）One end buckle head（1-1）Self-locking deck（3）, it is described by reinforcement rope section（1）With self-locking deck（3）It is alternate
The reinforcement rope union body insertion connect is arranged on the hollow channel of whole guard rail（2）Interior and two ends, which are fixedly connected, to be protected
On two terminals on column.
Further, the guard rail body is concrete protection pier（7）, the adjacent concrete protection pier（7）It
Between be equipped with the hollow channel being mutually communicated in the same horizontal position（2）, the hollow channel of each concrete protection pier（2）It is interior equal
It is provided with a reinforcement rope section（1）, two neighboring concrete protection pier（7）Between be provided with an adjacent two reinforcement rope of connection
Section（1）One end buckle head（1-1）Self-locking deck（3）, it is described by reinforcement rope section（1）With self-locking deck（3）Alternate connection forms
The insertion of reinforcement rope union body be arranged on the hollow channel of whole guard rail（2）Interior and two ends are fixedly connected on the two of guard rail
On terminal.
Further, the guard rail body is concrete protection pier（7）, the adjacent concrete protection pier（7）It
Between be equipped with the hollow channel being mutually communicated in the same horizontal position（2）, it is described by reinforcement rope section（1）With self-locking deck（3）Phase
Between couple the reinforcements rope union body that forms and penetrate the hollow channel for being arranged on whole guard rail（2）Interior and two ends are fixedly connected on
On two terminals of guard rail, each concrete protection pier（7）Hollow channel（2）Adjacent two an of connection is inside provided with to add
Wring section（1）One end buckle head（1-1）Self-locking deck（3）, adjacent two self-locking decks（3）Between by a reinforcement rope section
（1）Connection.
Further, the guard rail body is plastic seal shell intermediate water storage formula Protection Pier（8）, the adjacent modeling
Expect sealing shell intermediate water storage formula Protection Pier（8）Between be equipped with the hollow channel being mutually communicated in the same horizontal position（2）, often
Individual plastic seal shell intermediate water storage formula Protection Pier（8）Hollow channel（2）Inside it is provided with a reinforcement rope section（1）, it is adjacent
Two plastic seal shell intermediate water storage formula Protection Piers（8）Between be provided with an adjacent two reinforcements rope section of connection（1）One end
Buckle head（1-1）Self-locking deck（3）, it is described by reinforcement rope section（1）With self-locking deck（3）It is alternate to couple the reinforcement Suo Lian formed
Knot body penetrates the hollow channel for being arranged on whole guard rail（2）Interior and two ends are fixedly connected on two terminals of guard rail.
Further, the guard rail body is plastic seal shell intermediate water storage formula Protection Pier（8）, the adjacent modeling
Expect sealing shell intermediate water storage formula Protection Pier（8）Between be equipped with the hollow channel being mutually communicated in the same horizontal position（2）, institute
State by reinforcement rope section（1）With self-locking deck（3）The reinforcement rope union body insertion that alternate connection forms is arranged on whole guard rail
Hollow channel（2）Interior and two ends are fixedly connected on two terminals of guard rail, and each plastic seal shell intermediate water storage formula is prevented
Fender pier（8）Hollow channel（2）Inside it is provided with the adjacent two reinforcements rope section of a connection（1）One end buckle head（1-1）From
Pintle hook lock seat（3）, adjacent two self-locking decks（3）Between by a reinforcement rope section（1）Connection.
Compared with the prior art, the present invention has following remarkable result：
1. present invention employs self-locking deck to couple adjacent two sections of reinforcements rope section, in installation, adjacent barrier is placed on
The buckle head of reinforcement rope section in the hollow channel of lamellar body is first placed into an interior cutting ferrule part and external lock external member is open in the same direction from
In pintle hook lock seat, then 90 ° ~ 180 ° of cutting ferrule part or external lock external member make interior cutting ferrule part and external lock external member sealed in rotation, that is, can ensure that
Two buckle heads of adjacent two reinforcements rope section in self-locking deck are wrapped up by interior cutting ferrule part and the activity of external lock external member all the time
Firmly, the complete closure of self-locking deck and the connection to adjacent two reinforcements rope section can be realized, it is ensured that the two buckle heads are any
When can not all leave interior cutting ferrule part inner chamber in any case, then the self-locking deck for having both ends to strengthen rope section and buckle head will be coupled
Being put into the cavity of column can complete to install, and can keep powerful Anti-knocking ability for a long time.
2. constructing operation of the present invention is easy, quick, solid and reliable；Can be guard rail according to the raising of Anti-knocking requirement
One to multiple road is installed and strengthens rope union body；And material, thickness, the intensity of the reinforcement rope section in per pass reinforcement rope union body also may be used
Changed according to the change of shock resistance requirement.
3. it is of the invention applied widely, suitable for various guard rail, either metal grid grating guard rail, or coagulation
Knoll formula guard rail, and or plastic seal shell intermediate water storage formula guard rail, as long as leaving the hollow logical of insertion in guard rail
Road（Now guard rail in actual use due to the demand of production technology and convenient in carrying all leave this insertion hollow channel）,
Using the crash-protective characteristics that can greatly enhance original guard rail after technical scheme at once and prevent the energy moved
Power.
Brief description of the drawings
Technical scheme in order to illustrate the embodiments of the present invention more clearly, make required in being described below to embodiment
Accompanying drawing is briefly described.Obviously, described accompanying drawing is the part of the embodiment of the present invention, rather than is all implemented
Example, those skilled in the art on the premise of not paying creative work, can also obtain other designs according to these accompanying drawings
Scheme and accompanying drawing.
Fig. 1 is the structural representation of the external lock external member of the self-locking deck of the present invention.
Fig. 2 is the structural representation of the interior cutting ferrule part of the self-locking deck of the present invention.
Fig. 3 is the structural representation of the self-locking deck of the present invention.
Fig. 4 is the schematic perspective view before the reinforcement rope section of the present invention couples with self-locking deck.
Fig. 5 is the schematic perspective view after the reinforcement rope section of the present invention couples with self-locking deck.
Fig. 6 is the appearance schematic diagram using the barrier chip guard rail of reinforcement structure of the present invention.
Fig. 7 is Fig. 6 A-A schematic cross-sectional views.
Fig. 8 is schematic cross-sectional view at Fig. 6 B.
Fig. 9 is set using the appearance schematic diagram of the concrete pier formula guard rail of reinforcement structure of the present invention, wherein self-locking deck
Put between two neighboring concrete protection pier.
Figure 10 is set using the schematic cross-sectional view of the concrete pier formula guard rail of reinforcement structure of the present invention, wherein self-locking deck
In the hollow channel for putting each concrete protection pier.
Figure 11 is the appearance schematic diagram for the plastic seal shell intermediate water storage formula guard rail for using reinforcement structure of the present invention, its
Middle self-locking deck is arranged between two neighboring plastic seal shell intermediate water storage formula Protection Pier.
Figure 12 is the schematic cross-sectional view for the plastic seal shell intermediate water storage formula guard rail for using reinforcement structure of the present invention, its
Middle self-locking deck is set in the hollow channel of each plastic seal shell intermediate water storage formula Protection Pier.
Embodiment
Carried out below with reference to the design of embodiment and accompanying drawing to the present invention, concrete structure and caused technique effect clear
Chu, it is fully described by, to be completely understood by the purpose of the present invention, feature and effect.Obviously, described embodiment is this hair
Bright part of the embodiment, rather than whole embodiments, based on embodiments of the invention, those skilled in the art is not paying
The other embodiment obtained on the premise of creative work, belongs to the scope of protection of the invention.In addition, be previously mentioned in text
All connection/annexations, not singly refer to component and directly connect, and refer to be added deduct by adding according to specific implementation situation
Few couple auxiliary, to form more excellent draw bail.Each technical characteristic in the invention, in not conflicting conflict
Under the premise of can be with combination of interactions.
Embodiment 1
Referring to shown in Fig. 1~Fig. 8, a kind of reinforcement structure for guard rail, including guard rail body, the guard rail body are equal
Hollow channel provided with insertion（2）, the hollow channel of adjacent guard rail body（2）It is mutually communicated in the same horizontal position,
It is additionally provided with and strengthens rope union body, the reinforcement rope union body is by reinforcement rope section（1）With self-locking deck（3）Alternate connection forms, and adds
Wring the hollow channel that union body insertion is arranged on whole guard rail（2）Interior and two ends are fixedly connected on two terminals of guard rail
On, the every reinforcement rope section（1）Both ends are respectively arranged with buckle head（1-1）, the self-locking deck（3）Including interior cutting ferrule part
（4）With external lock external member（5）, the interior cutting ferrule part（4）Including c-type body（4-2）, positioned at c-type body（4-2）The gear of both side ends
Plate（4-1）, the c-type body（4-2）Provided with the first opening（4-3）, the baffle plate（4-1）It was provided with the U-type groove in the center of circle（4-
5）, adjacent two reinforcements rope section（1）End and buckle head（1-1）It is individually positioned in the baffle plate（4-1）The U-type groove of both sides
（4-5）Upper and c-type body（4-2）Internal cavity in, the external lock external member（5）Including c-type nest plate（5-1）, the c-type nest plate
（5-1）Provided with the second opening（5-3）, c-type nest plate（5-1）It is enclosed on the c-type body（4-2）Outer surface.
The c-type body（4-2）First opening（4-3）Width be slightly larger than the buckle head（1-1）Radial dimension,
The baffle plate（4-1）U-type groove（4-5）Groove width slightly larger than it is described reinforcement rope section（1）Radial dimension.
The c-type nest plate（5-1）With the c-type body（4-2）For concentric, c-type nest plate（5-1）Internal diameter be slightly smaller than C
Jacket body（4-2）External diameter, the c-type nest plate（5-1）Second opening（5-3）Width be equal to or slightly greater than the c-type set
Body（4-2）First opening（4-3）Width.
The interior cutting ferrule part（4）It is additionally provided with the first in command（4-4）, the first in command（4-4）It is axially disposed at c-type body
（4-2）It is upper to be open with first（4-3）Opposite to each other to outside center, the external lock external member（5）It is additionally provided with the second in command（5-2）, institute
State the second in command（5-2）It is axially disposed at c-type nest plate（5-1）It is upper to be open with second（5-3）Opposite to each other to outside center, the second in command
（5-2）Less than the first in command（4-4）.
The reinforcement rope section（1）It is wirerope or strip reinforcing bar or chain or metal cord.Reinforcement rope section in the present embodiment
（1）Using wirerope.
The guard rail body is by barrier lamellar body（6-1）And column（6-2）It is alternate to set and be composed of a fixed connection, the column
Grid body（6-1）Interior the first hollow channel for being provided with insertion（2-1）, the column（6-2）Interior second provided with insertion is hollow logical
Road（2-2）, adjacent barrier lamellar body（6-1）The first hollow channel（2-1）And column（6-2）The second hollow channel（2-2）
It is mutually communicated in the same horizontal position, each barrier lamellar body（6-1）The first hollow channel（2-1）One is inside provided with to add
Wring section（1）, each column（6-2）The second hollow channel（2-2）Inside it is provided with the adjacent two reinforcements rope section of a connection
（1）One end buckle head（1-1）Self-locking deck（3）, it is described by reinforcement rope section（1）With self-locking deck（3）It is alternate to couple what is formed
Strengthen the hollow channel that the insertion of rope union body is arranged on whole guard rail（2）Interior and two ends were fixedly connected at two ends of guard rail
Point on.
The present embodiment is in construction and installation, first by each reinforcement rope section（1）It is placed into guard rail barrier lamellar body（6-1）
One hollow channel（2-1）It is interior, then it is placed on adjacent barrier lamellar body（6-1）The first hollow channel（2-1）Two reinforcement rope sections
（1）Buckle head（1-1）It is same to be placed into an interior cutting ferrule part（4）With external lock external member（5）The self-locking deck being open in the same direction（3）It is interior,
Then by interior cutting ferrule part（4）Or external lock external member（5）90 ° ~ 180 ° angles are rotated, can be achieved with self-locking deck（3）Complete closure
With to two reinforcement rope sections（1）Connection, it is ensured that positioned at self-locking deck（3）Interior adjacent two reinforcements rope section（1）Two card
Discount（1-1）All the time by interior cutting ferrule part（4）With external lock external member（5）Pin completely, connection then there are into adjacent two reinforcement ropes again
Section（1）Self-locking deck（3）It is put into column（6-2）The second hollow channel（2-2）It is interior to complete construction and installation.
Embodiment 2
Referring to shown in Fig. 1~Fig. 5 and Fig. 9, a kind of reinforcement structure for guard rail, including guard rail body, the guard rail
Body is concrete protection pier（7）, the adjacent concrete protection pier（7）Between be equipped with phase in a same horizontal position
The hollow channel mutually penetrated（2）, the hollow channel of each concrete protection pier（2）Inside it is provided with a reinforcement rope section（1）, phase
Adjacent two concrete protection piers（7）Between be provided with an adjacent two reinforcements rope section of connection（1）One end buckle head（1-1）From
Pintle hook lock seat（3）, it is described by reinforcement rope section（1）With self-locking deck（3）The reinforcement rope union body insertion that alternate connection forms is arranged on
The hollow channel of whole guard rail（2）Interior and two ends are fixedly connected on two terminals of guard rail.
The present embodiment is in construction and installation, first by each reinforcement rope section（1）It is placed into concrete protection pier（7）It is hollow logical
Road（2）It is interior, then it is placed on adjacent concrete Protection Pier（7）Hollow channel（2）Two interior reinforcement rope sections（1）Buckle head
（1-1）First it is placed into an interior cutting ferrule part（4）With external lock external member（5）The self-locking deck being open in the same direction（3）It is interior, then by interior cutting ferrule
Part（4）Or external lock external member（5）90 ° ~ 180 ° angles are rotated, can be achieved with self-locking deck（3）Complete closure and to two strengthen
Rope section（1）Connection, it is ensured that positioned at self-locking deck（3）Interior adjacent two reinforcements rope section（1）Two buckle heads（1-1）All the time
By interior cutting ferrule part（4）With external lock external member（5）Pin completely, thus complete installation.
Embodiment 3
Referring to shown in Fig. 1~Fig. 5 and Figure 10, a kind of reinforcement structure for guard rail, including guard rail body, the guard rail
Body is concrete protection pier（7）, the adjacent concrete protection pier（7）Between be equipped with phase in a same horizontal position
The hollow channel mutually penetrated（2）, it is described by reinforcement rope section（1）With self-locking deck（3）It is alternate to couple the reinforcement rope union body formed
Insertion is arranged on the hollow channel of whole guard rail（2）Interior and two ends are fixedly connected on two terminals of guard rail, each mixed
Coagulate native Protection Pier（7）Hollow channel（2）Inside it is provided with the adjacent two reinforcements rope section of a connection（1）One end buckle head（1-
1）Self-locking deck（3）, adjacent two self-locking decks（3）Between by a reinforcement rope section（1）Connection.
The present embodiment is in construction and installation, first by each reinforcement rope section（1）It is placed into concrete protection pier（7）It is hollow logical
Road（2）It is interior, then it is placed on adjacent concrete Protection Pier（7）Hollow channel（2）Two interior reinforcement rope sections（1）Buckle head
（1-1）First it is placed into an interior cutting ferrule part（4）With external lock external member（5）The self-locking deck being open in the same direction（3）It is interior, then by interior cutting ferrule
Part（4）Or external lock external member（5）90 ° ~ 180 ° angles are rotated, can be achieved with self-locking deck（3）Complete closure and to two strengthen
Rope section（1）Connection, it is ensured that positioned at self-locking deck（3）Interior adjacent two reinforcements rope section（1）Two buckle heads（1-1）All the time
By interior cutting ferrule part（4）With external lock external member（5）Pin completely.Because concrete pier body formula guard rail does not have pillar construction, in order to not
Make self-locking deck（3）Exposed to concrete protection pier（7）It is outer exposed to the sun and rain to cause to get rusty damage or destroyed by artificial unblock,
Can be in whole piece by all strengthening rope section（1）With self-locking deck（3）After the reinforcement rope union body that alternate connection forms all is connected,
Made a concerted effort on one end terminal of guard rail by workmen or whole piece is strengthened rope union body in guard rail by engineering machinery
Hollow channel（2）It is interior to pull about half concrete protection pier to one end（7）The distance of length, you can realization receives self-locking deck
Hide into concrete protection pier（7）Hollow channel（2）Interior good result, avoid self-locking deck（3）Exposed to concrete protection
Pier（7）It is outer exposed to the sun and rain to cause to get rusty damage or destroyed by artificial unblock.Reinforcement to remove guard rail or the present invention
During structure, it equally need to only be made a concerted effort on one end terminal of guard rail by workmen or whole piece is strengthened Suo Lian by engineering machinery
Hollow channel of the knot body in guard rail（2）It is interior to pull about half concrete protection pier to one end（7）The distance of length, you can make
Strengthen whole self-locking decks on rope union body（3）All remove concrete protection pier（7）Hollow channel（2）Outside, so as to exposure
In each concrete protection pier（7）Between, convenient construction personnel quickly remove.
Embodiment 4
Referring to shown in Fig. 1~Fig. 5 and Figure 11, a kind of reinforcement structure for guard rail, including guard rail body, the guard rail
Body is plastic seal shell intermediate water storage formula Protection Pier（8）, the adjacent plastic seal shell intermediate water storage formula Protection Pier
（8）Between be equipped with the hollow channel being mutually communicated on upper and lower two horizontal levels（2）, each plastic seal shell centre is stored up
Ability of swimming Protection Pier（8）Hollow channel（2）Inside it is provided with a reinforcement rope section（1）, among two neighboring plastic seal shell
Storage-type Protection Pier（8）Between be provided with an adjacent two reinforcements rope section of connection（1）One end buckle head（1-1）Self-locking deck
（3）, it is described by reinforcement rope section（1）With self-locking deck（3）The reinforcement rope union body insertion that alternate connection forms is arranged on whole anti-
The hollow channel of guardrail（2）Interior and two ends are fixedly connected on two terminals of guard rail.
The present embodiment is in construction and installation, first by each reinforcement rope section（1）It is placed into plastic seal shell intermediate water storage formula
Protection Pier（8）Hollow channel（2）It is interior, then it is placed on adj acent plastic sealing shell intermediate water storage formula Protection Pier（8）It is hollow logical
Road（2）Two interior reinforcement rope sections（1）Buckle head（1-1）First it is placed into an interior cutting ferrule part（4）With external lock external member（5）In the same direction
The self-locking deck of opening（3）It is interior, then by interior cutting ferrule part（4）Or external lock external member（5）90 ° ~ 180 ° angles are rotated, can be achieved with certainly
Pintle hook lock seat（3）Complete closure and to two reinforcement rope sections（1）Connection, it is ensured that positioned at self-locking deck（3）Interior adjacent two
Strengthen rope section（1）Two buckle heads（1-1）All the time by interior cutting ferrule part（4）With external lock external member（5）Pin, thus complete completely
Installation.
Embodiment 5
Referring to shown in Fig. 1~Fig. 5 and Figure 12, a kind of reinforcement structure for guard rail, including guard rail body, the guard rail
Body is plastic seal shell intermediate water storage formula Protection Pier（8）, the adjacent plastic seal shell intermediate water storage formula Protection Pier
（8）Between be equipped with the hollow channel being mutually communicated on upper and lower two horizontal levels（2）, it is described by reinforcement rope section（1）And self-locking
Deck（3）The alternate hollow channel for coupling the reinforcement rope union body insertion formed and being arranged on whole guard rail（2）Interior and two ends
It is fixedly connected on two terminals of guard rail, each plastic seal shell intermediate water storage formula Protection Pier（8）Hollow channel（2）It is interior
It is provided with the adjacent two reinforcements rope section of a connection（1）One end buckle head（1-1）Self-locking deck（3）, adjacent two are certainly
Pintle hook lock seat（3）Between by a reinforcement rope section（1）Connection.
The present embodiment is in construction and installation, first by each reinforcement rope section（1）It is placed into plastic seal shell intermediate water storage formula
Protection Pier（8）Hollow channel（2）It is interior, then it is placed on adj acent plastic sealing shell intermediate water storage formula Protection Pier（8）It is hollow logical
Road（2）Two interior reinforcement rope sections（1）Buckle head（1-1）First it is placed into an interior cutting ferrule part（4）With external lock external member（5）In the same direction
The self-locking deck of opening（3）It is interior, then by interior cutting ferrule part（4）Or external lock external member（5）90 ° ~ 180 ° angles are rotated, can be achieved with certainly
Pintle hook lock seat（3）Complete closure and to two reinforcement rope sections（1）Connection, it is ensured that positioned at self-locking deck（3）Interior adjacent two
Strengthen rope section（1）Two buckle heads（1-1）All the time by interior cutting ferrule part（4）With external lock external member（5）Pin completely.Because plastics are close
Envelope shell intermediate water storage formula guard rail does not have pillar construction, in order to not make self-locking deck（3）Among plastic seal shell
Storage-type Protection Pier（8）It is outer exposed to the sun and rain to cause to get rusty damage or destroyed by artificial unblock, can whole piece by all plus
Wring section（1）With self-locking deck（3）After the reinforcement rope union body that alternate connection forms all is connected, in one end terminal of guard rail
Above made a concerted effort by workmen or whole piece is strengthened hollow channel of the rope union body in guard rail by engineering machinery（2）It is interior to one end
Pull about half plastic seal shell intermediate water storage formula Protection Pier（8）The distance of length, you can realization collects self-locking deck
Enter plastic seal shell intermediate water storage formula Protection Pier（8）Hollow channel（2）Interior good result, avoid self-locking deck（3）Cruelly
It is exposed at plastic seal shell intermediate water storage formula Protection Pier（8）It is outer exposed to the sun and rain cause to get rusty damage or broken by artificial unblock
It is bad.It is same only to pass through constructor on one end terminal of guard rail during to remove guard rail or reinforcement structure of the invention
Member makes a concerted effort or whole piece is strengthened hollow channel of the rope union body in guard rail by engineering machinery（2）It is interior to be pulled about half to one end
Plastic seal shell intermediate water storage formula Protection Pier（8）The distance of length, you can make whole self-locking decks on reinforcement rope union body
（3）All remove plastic seal shell intermediate water storage formula Protection Pier（8）Hollow channel（2）Outside, so as to close exposed to each plastics
Seal shell intermediate water storage formula Protection Pier（8）Between, convenient construction personnel quickly remove.
The better embodiment of the present invention is illustrated above, but the invention is not limited to the implementation
Example, those skilled in the art can also make a variety of equivalent modifications on the premise of without prejudice to spirit of the invention or replace
Change, these equivalent modifications or replacement are all contained in the application claim limited range.
Claims (10)
1. a kind of reinforcement structure for guard rail, including guard rail body, the guard rail body is equipped with the hollow of insertion
Passage（2）, the hollow channel of adjacent guard rail body（2）It is mutually communicated in the same horizontal position, it is characterised in that：Also set
Have and strengthen rope union body, the reinforcement rope union body is by reinforcement rope section（1）With self-locking deck（3）Alternate connection forms, and strengthens rope
Union body penetrates the hollow channel for being arranged on whole guard rail（2）Interior and two ends are fixedly connected on two terminals of guard rail,
The every reinforcement rope section（1）Both ends are respectively arranged with buckle head（1-1）, the self-locking deck（3）Including interior cutting ferrule part（4）
With external lock external member（5）, the interior cutting ferrule part（4）Including c-type body（4-2）, positioned at c-type body（4-2）The baffle plate of both side ends
（4-1）, the c-type body（4-2）Provided with the first opening（4-3）, the baffle plate（4-1）It was provided with the U-type groove in the center of circle（4-5）,
Adjacent two reinforcements rope section（1）End and buckle head（1-1）It is individually positioned in the baffle plate（4-1）The U-type groove of both sides（4-5）
Upper and c-type body（4-2）Internal cavity in, the external lock external member（5）Including c-type nest plate（5-1）, the c-type nest plate（5-1）If
There is the second opening（5-3）, c-type nest plate（5-1）It is enclosed on the c-type body（4-2）Outer surface.
2. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The c-type body（4-2）
One opening（4-3）Width be slightly larger than the buckle head（1-1）Radial dimension, the baffle plate（4-1）U-type groove（4-5）'s
Groove width is slightly larger than the reinforcement rope section（1）Radial dimension.
3. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The c-type nest plate（5-1）With institute
State c-type body（4-2）For concentric, c-type nest plate（5-1）Internal diameter be slightly smaller than c-type body（4-2）External diameter, the c-type nest plate
（5-1）Second opening（5-3）Width be equal to or slightly greater than the c-type body（4-2）First opening（4-3）Width.
4. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The interior cutting ferrule part（4）Also set
There is the first in command（4-4）, the first in command（4-4）It is axially disposed at c-type body（4-2）It is upper to be open with first（4-3）Opposite to each other to
Outside center, the external lock external member（5）It is additionally provided with the second in command（5-2）, the second in command（5-2）It is axially disposed at c-type set
Piece（5-1）It is upper to be open with second（5-3）Opposite to each other to outside center, the second in command（5-2）Less than the first in command（4-4）.
5. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The reinforcement rope section（1）It is steel
Cable or strip reinforcing bar or chain or metal cord.
6. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The guard rail body is by barrier
Lamellar body（6-1）And column（6-2）It is alternate to set and be composed of a fixed connection, the barrier lamellar body（6-1）It is interior to be provided with the first of insertion
Hollow channel（2-1）, the column（6-2）Interior the second hollow channel for being provided with insertion（2-2）, adjacent barrier lamellar body（6-1）
The first hollow channel（2-1）And column（6-2）The second hollow channel（2-2）It is mutually communicated in the same horizontal position, often
Individual barrier lamellar body（6-1）The first hollow channel（2-1）Inside it is provided with a reinforcement rope section（1）, each column（6-2）
Two hollow channels（2-2）Inside it is provided with the adjacent two reinforcements rope section of a connection（1）One end buckle head（1-1）Self-locking deck
（3）, it is described by reinforcement rope section（1）With self-locking deck（3）The reinforcement rope union body insertion that alternate connection forms is arranged on whole anti-
The hollow channel of guardrail（2）Interior and two ends are fixedly connected on two terminals of guard rail.
7. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The guard rail body is coagulation
Native Protection Pier（7）, the adjacent concrete protection pier（7）Between be equipped be mutually communicated in the same horizontal position it is hollow logical
Road（2）, the hollow channel of each concrete protection pier（2）Inside it is provided with a reinforcement rope section（1）, two neighboring concrete prevents
Fender pier（7）Between be provided with an adjacent two reinforcements rope section of connection（1）One end buckle head（1-1）Self-locking deck（3）, it is described
By reinforcement rope section（1）With self-locking deck（3）The reinforcement rope union body insertion that alternate connection forms is arranged in whole guard rail
Empty passage（2）Interior and two ends are fixedly connected on two terminals of guard rail.
8. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The guard rail body is coagulation
Native Protection Pier（7）, the adjacent concrete protection pier（7）Between be equipped be mutually communicated in the same horizontal position it is hollow logical
Road（2）, it is described by reinforcement rope section（1）With self-locking deck（3）The reinforcement rope union body insertion that alternate connection forms is arranged on whole
The hollow channel of guard rail（2）Interior and two ends are fixedly connected on two terminals of guard rail, each concrete protection pier（7）'s
Hollow channel（2）Inside it is provided with the adjacent two reinforcements rope section of a connection（1）One end buckle head（1-1）Self-locking deck（3）,
Two adjacent self-locking decks（3）Between by a reinforcement rope section（1）Connection.
9. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The guard rail body is plastics
Sealing shell intermediate water storage formula Protection Pier（8）, the adjacent plastic seal shell intermediate water storage formula Protection Pier（8）Between be all provided with
There is the hollow channel being mutually communicated in the same horizontal position（2）, each plastic seal shell intermediate water storage formula Protection Pier（8）In
Empty passage（2）Inside it is provided with a reinforcement rope section（1）, two neighboring plastic seal shell intermediate water storage formula Protection Pier（8）It
Between be provided with an adjacent two reinforcements rope section of connection（1）One end buckle head（1-1）Self-locking deck（3）, it is described by reinforcement rope
Section（1）With self-locking deck（3）The alternate hollow channel for coupling the reinforcement rope union body insertion formed and being arranged on whole guard rail（2）
Interior and two ends are fixedly connected on two terminals of guard rail.
10. the reinforcement structure according to claim 1 for guard rail, it is characterised in that：The guard rail body is modeling
Expect sealing shell intermediate water storage formula Protection Pier（8）, the adjacent plastic seal shell intermediate water storage formula Protection Pier（8）Between
Provided with the hollow channel being mutually communicated in the same horizontal position（2）, it is described by reinforcement rope section（1）With self-locking deck（3）It is alternate
The reinforcement rope union body insertion connect is arranged on the hollow channel of whole guard rail（2）Interior and two ends are fixedly connected on protection
On two terminals on column, each plastic seal shell intermediate water storage formula Protection Pier（8）Hollow channel（2）Inside it is provided with a connection
Connect adjacent two reinforcements rope section（1）One end buckle head（1-1）Self-locking deck（3）, adjacent two self-locking decks（3）Between by
A piece reinforcement rope section（1）Connection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710943809.1A CN107700387A (en) | 2017-10-11 | 2017-10-11 | A kind of reinforcement structure for guard rail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710943809.1A CN107700387A (en) | 2017-10-11 | 2017-10-11 | A kind of reinforcement structure for guard rail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107700387A true CN107700387A (en) | 2018-02-16 |
Family
ID=61185091
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710943809.1A Pending CN107700387A (en) | 2017-10-11 | 2017-10-11 | A kind of reinforcement structure for guard rail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107700387A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523127A (en) * | 2021-01-29 | 2021-03-19 | 焦作大学 | Tour management is with ticket checking mouth people flow dredging device |
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|---|---|---|---|---|
| EP0743398A1 (en) * | 1995-05-18 | 1996-11-20 | SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG | Guard rail |
| CN2707806Y (en) * | 2005-01-07 | 2005-07-06 | 重庆宏奥交通设施有限公司 | Flexible anti-collision traffic safety guard |
| KR20070034155A (en) * | 2005-09-23 | 2007-03-28 | 주식회사 태건 | Guardrail |
| CN203866737U (en) * | 2014-05-18 | 2014-10-08 | 内蒙古北方重工业集团有限公司 | Combined anti-collision guardrail |
| CN104153312A (en) * | 2014-08-11 | 2014-11-19 | 江苏爱可青实业有限公司 | Counter-terrorism fence |
| CN204000690U (en) * | 2014-08-03 | 2014-12-10 | 内蒙古北方重工业集团有限公司 | Built-in arrester wires coupling arrangement for a kind of protective guard |
| CN204662311U (en) * | 2015-03-16 | 2015-09-23 | 内蒙古北方重工业集团有限公司 | A kind of clamp for guardrail internal fixtion both-end extruding prestressed cable termination |
| CN207452783U (en) * | 2017-10-11 | 2018-06-05 | 佛山市圣田智能科技有限公司 | A kind of reinforcement structure for protective fence |
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2017
- 2017-10-11 CN CN201710943809.1A patent/CN107700387A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0743398A1 (en) * | 1995-05-18 | 1996-11-20 | SPIG SCHUTZPLANKEN-PRODUKTIONS-GESELLSCHAFT MBH & CO.KG | Guard rail |
| CN2707806Y (en) * | 2005-01-07 | 2005-07-06 | 重庆宏奥交通设施有限公司 | Flexible anti-collision traffic safety guard |
| KR20070034155A (en) * | 2005-09-23 | 2007-03-28 | 주식회사 태건 | Guardrail |
| CN203866737U (en) * | 2014-05-18 | 2014-10-08 | 内蒙古北方重工业集团有限公司 | Combined anti-collision guardrail |
| CN204000690U (en) * | 2014-08-03 | 2014-12-10 | 内蒙古北方重工业集团有限公司 | Built-in arrester wires coupling arrangement for a kind of protective guard |
| CN104153312A (en) * | 2014-08-11 | 2014-11-19 | 江苏爱可青实业有限公司 | Counter-terrorism fence |
| CN204662311U (en) * | 2015-03-16 | 2015-09-23 | 内蒙古北方重工业集团有限公司 | A kind of clamp for guardrail internal fixtion both-end extruding prestressed cable termination |
| CN207452783U (en) * | 2017-10-11 | 2018-06-05 | 佛山市圣田智能科技有限公司 | A kind of reinforcement structure for protective fence |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112523127A (en) * | 2021-01-29 | 2021-03-19 | 焦作大学 | Tour management is with ticket checking mouth people flow dredging device |
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Application publication date: 20180216 |